HomeMy WebLinkAbout10150813.pdfi"
SCALE: =1 "=20'-0"
SHEET INDEX
A-1 SITE PLAN
A-2 PROPOSED ELEVATIONS
A-3 PROPOSED FLOOR PLAN
W/ ELETRICAL PLAN
A-4 SECTION VIEW A -A
A-5 EXISTING & PROPOSED ROOF PLAN
SN-I SHEET NOTES
S , -1 FOUNDATION & FRAMING PLAN
S-2 STRUCTURE DETAIL
LFIJUEND
STING
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L-2001 CAIJFORMIA ENERGY CODE (TITLE24, PART 6)
2.-2001 CALIFORNIA BUILDING CODE (CBC)
1-2001 CALIFORNIA ELECTRICAL CODE (CEC)
4.-2001 CALIFORNIA-MECHANICAL CODE (CMC)
5.-2001 CALIFORNIA PLUS BLING CODE (CPC)
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D).- PLUMBIN(i WALL TO BE 2X6 STUDS.
E).-ROOF SHEE,TITNiG TO BE 1/.'?-"CDX PLYWOOD
F).- CONCRETE TO BE 4000 PSI Fc'AT 28 DAYS.
ALL EXTERIOR FINISHES AND WINDOWS TO MATCFJ
EXISTING SFD.
1). - PROVIDE 20'-L UFFR GROUNDING ROD.
J).- PROVIDE ATTIC VENTILATION EQUAL TO 11150
OF AREA TO BE VENTED
I.- SMOKE DETECTORS SHALL SOUND AN ALARM
AUDIBLE IN ALL SLEEPING AREAS OF THE
UNIT.SECTION '1310.9. 1.
HARD -WIRED SMOKE ALARMS EQUIPPED WITH -
BATTERY BACKUP.@ NEW BEDROOM (IF ANY)
2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C..
THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE
FOR THE ELECTRICAL INSPECTOR. SINGLE LINE
DIAGRAM, PANEL SCHEDULES AND LOAD CALC
FOR ELE-CTRICAL SYSTEMS.
wl
VICINITY MAP
RAITT ST
DOUGLAS ST
>
LINDA WAY z
z
KATHY LN J u
1221
SITE JOB
I Ku I WKS "T I I w0l "
LOT
= 6,238.0 S, Q, FT
EXIST. RES.
=1,354.0 SQ.FT
EXIST. GARAGE
= 468.0 SQ.FT
PROP. ADDITION
= 272.0 SQ.FT
TOTAL CON ST
= 2.094.0 SQ.FT
PERCENTAGE 315 ON
A.- = 345'-0" SQ.FT
B.- = 205'-7" SQ. FT
C.- = 672.0 SQ.FT
TOTAL OPEN SPACE 1,2233 SQ.FT
LEGAL DESCRIPTO-N
PARCEL # 1,09-405-49
CITY OF SANTA ANA COUNTY OF ORANGE
RECORDER BOOK R BK 32 PG 30 PAR U UN
OF MISC. MAP. IN THE OFFICE OF THE COUNTY
RECORDER OF ORANGE COUNTY
11,11m, llljrllw m"j_llkj
THE' PROPOSED AREA SHALL BE WATER PROOF.
4.-ALL, SCREENED PANELS SHALL BE REMOVABLE.
5.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 20%, 1. %
ELSEWHERE: DRAIN TO STREET.
6.- ASPHALT SHINGLES SHAI - L BE SELF-SEALING AND PLACED OVER
(2)
S JEN LAYERO OF 15# FELT APPLIED IN SHINGLE FASHION WI
INSTALLED A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12.
CLASS A MIN. RATING FOR ROOFPLAN.
WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS
SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL -
TO 70" ABOVE DRAIN.
8.- THE_ BUILDING ADDRESS SHALL BE PROVIDED IN SUCH -
10. -THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE
SYSTEM IS PROHIBITED. NOT SOLID WASTE PETROLEUM
BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE,
MATERIAL, OR WASTE WATER GENERATED ON CONSTRUCTION SITE
OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED
OR DISCHARGE INTO THE STREET, CUTTER OR STORl\/f DRAIN SYSTEM.
11
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2.
CIA
[Olkit 08-29-05
14
A-1
MUM=
EXISTG
NEW RED CLAY TILE
ER- 9 3523 5.9 LB, S.F
NEW,
rucco
NEW RED CLAY TILE
ER- # 3523 5.9 LB. ST ;_
j2__14
NEIAl RED CLAY TILE I
ER- 4 3523 5.9 LB. S.F
4/
4/
4/
PROPOSED BACK ELEVATION
SCALE: 1/4= F-0"
// NEW I EXISTIG�
NEW RED CLAY TILE
ER- # 3523 5.9 LB. ST
NEW RED CLAY TILE NEW RED CLAY TILE
ER- 4 3523 5.9 LB. ST I I ER- 4 3523 5.9 LB. S.F
NEW RED CLAY TILE
ER- 4 3523 5.9 LB, S.F
SCALE: 1/4- F-0"
NEW RED CLAY TILE
ER- 4 3 523 5.9 LB. S.F
T.O. ROOF 15'-0"
T.O. ROOF Ca) 14'-0"
T A,� 0 ± 011
NEW RED CLAY TILE
ER- 4 3523 5.9 LB. ST
ER- # 3523 5,9 LB. S.F
.O. ROOF @ 15'-0"
.0. ROOF
.O. ROOF 06,15'-0"
O. ROOF (a-), 13'-6"
T A 0 ±0"
im
ALL EXTERIOR FINISHES TO
MACH EXISTING
SCREENED VENTS 47
EA. 3rd JOIST SPACE.
1421.
300 4.7 SF REQ'D.
'UPPER 1 OF ATTIC.
3
SAVE LANE.
_NQTES:
THE TILES ARE THE SAME SHAPE AND SIZE. AS "S"
COLOR RED SHAPE "S" SIZE, 18 " X 13"
WEIGHT APPROX. 5.9 LBS. PER SQUERE FOOT.
(28,8 kg,/n,12) THEY ARE DESIGNED FOR INSTALATION WITH
AN I I -INCH (279)mm) CENTER -TO CENTER SPACING AND A
MINIMUM 3- INCH (76 mm) HEADLAP
I
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DATE 08-29-05
A-2
2 OF
NAILING SCHEDULE:
1. As a minimum and if not specifically detailed or noted elsewhere and otherwise,
the various wood components of the structure shall be fastened together as
follows:
Item Graphic Description &_ Fastening
1 11 I Joist to mud sill or upper top plate: (3) 8d
s
6
a
common or 16d sinker or short, toe nails.
Blocking to joist: (3) 8d common or 16d sinker
or short, toe nails or (2) 16d sinker or short
face nail.
Sole (bottom) plate to joist or blocking: 16d
common or short face nail at 16" o.c.
Lower top plate to stud: (2) 16d sinker or short
face nail or (4) 8d common or 16d sinker or
short toe nail.
Stud to sole bottom plate: (2) 16d sinker or
short face nail or (4) 8d common or 16d sinker
or short toe nail.
Double studs, or Built-up studs typical stitching:
16d sinker or short face nails at 24" o.c.
Top plates at intersection, face nail: (4) 16d
sinker or short face nail
Top plates typical stitching: 16d sinker or short
face nails at 16" o.c.
9 Upper top plates at lops: (8) 16d sinker or short
face nail each side of butt joint
10 Rim joist to upper top plate or mud sill: 8d
common or 16d sinker or short toe nails at 16"
a.C.
11 Ceiling joist to plate, toe nail: (3) 8d common or
16d sinker or short toe nails
12 Ceiling joist, lap over walls and partition: (3) 16d
sinker or short face nails
13 Ceiling joist, to parallel rafters: (3) 16d sinker or
short face nails
14 Rafter to plate, toe nail: (3) 8d common or 16d
sinker or short toe nails
15 Built up corner studs: 16d sinker or short face
nails at 24" o.c.
16 Three piece built up girder and beam: 16d at 12"
o.c. at top and at bottom. (3) 16d at each end
2. Note: With respect to the schedule, common, sinker, or box nails may be used.
However, where nails are specifically noted on the plans, they shall be common
nails.
GENERAL
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT
SITE AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES.
2. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WINDOWS, NON -BEARING
INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS,
DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC.
3. ALL WORKMANSHIP AND MATERIALS SHALL BE GOOD QUALITY. WHERE
NOT SHOWN ON THE PLANS THE CONTRACTOR SHALL MEET INDUSTRY
STANDARDS AND LOCAL CODES.
4. THE NOTES ON THIS SHEET SHALL BE USED WHENEVER APPLICABLE
UNLESS OTHERWISE NOTED ON THE DRAWINGS; NOTES & DETAILS
ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES &
TYPICAL DETAILS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY & PROTECTION
IN AND AROUND JOB SITE & OR ADJACENT PROPERTIES.
6. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVE SHALL
NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF
CONSTRUCTION,
7. ALL CONCRETE AND REINFORCING STEEL SHALL BE PLACED IN
ACCORDANCE WITH GOOD QUALITY STANDARD PRACTICE. CONCRETE
AND MANSCRY SHALL BE ADEQUATELY CURED BEFORE REMOVING
SHORING.
FOUNDATIONS
1-SOILS REPORT: ASSUME 1000 PSF MIN.
2-ALL BACK -FILL SHALL BE COMPACTED TO A
MINIMUM OF 907- OF
MAXIMUM RELATIVE DENSITY.
FRAMING
1. ALL LUMBER SHALL BE DOUGLAS FIR GRADED PER GRADING RULE 16,
W.C.L.I.B., SIZES AS DEFINED IN P,S. 20-70. UNLESS OTHERWISE
NOTED ON PLANS, THEFOLLOWING MINIMUM SHALL APPLY:
a. CATEGORY GRADE LIGHT FRAMING STANDARD STRUCTURAL LIGHT
FRAMING #2 FOR 2x MEMBERS #1 FOR 3x AND 4x MEMBERS.
b. ALL PLYWOOD SHALL CONFORM TO P.S.1-88 AND SHALL BE
GRADE, INDEX NUMBER, AND THICKNESS CALLED ON PLANS. ALL
PLYWOOD SHALL BE BONDED WITH EXTERIOR GLUE. ALL PLYWOOD
DIRECTLY EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE
PLYWOOD.
2. UNLESS OTHERWISE NOTED ON PLANS ALL EXTERIOR WALLS, INTERIOR BEARING
WALLS AND MAIN CROSS WALLS SHALL BE BRACED BY ONE OF THE FOLLOWING
METHODS:
a. WHERE INTERIOR WALL COVERING IS 1/2" GYPSUM BOARD, NAIL WITH 5d
COOLER NAILS AT 7" O.C. AT ALL STUDS AND AT TOP AND BOTTOM PLATES.
NO EDGE BLOCKING REQUIRED.
b. 1 x6 CONTINOUS DIAGONAL BRACE LET INTO STUDS AT SUCH AN ANGLE SO
AS TO CROSS A MINIMUM OF 4 STUD SPACES. NAIL AT STUDS & PLATES
PER NAILING SCHEDULE.
c. MINIMUM 5/16" PLYWOOD NAILED AT STUDS AND PLATES WITH 6d NAILS AT
6" O.C. PANEL SHALL BE MINIMUM 4' WIDE AND @ 25' MAXIMUM INTERVALS.
3. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
4. BLOCKING SHALL BE PROVIDED PER LOCAL CODES.
5. ALL NAILS SHOULD BE COMMON NAILS AND NAIL SPACING SHOULD BE PER
LOCAL BUILDING CODE SCHEDULE UNLESS NOTED OTHERWISE ON THE
STRUCTURAL DRAWINGS.
6. WHERE PLUMBING, HEATING, OR OTHER PIPES NECESSITATE THE CUTTING OF SOLE
OR PLATES, THE CUT SOLE OR TOP PLATES SHALL BE TIED BY A MINIMUM 1 /8"
THICK BY 1 1/2" WIDE STRAP WITH 4-16d NAILS EACH END.
7. PRIOR TO COVERING, ALL NAILING OF ROOF, FLOOR AND SHEAR WALL SHEATING
SHALL BE INSPECTED AND APPROVED BY THE BUILDING INSPECTOR. WHERE USED
AS SHEATING FOR SHEAR WALLS PER SHEAR WALLS PER SHEAR WALL SCHEDULE
OR AS WALL BRACING PER NOTE NUMBER 2B THIS SECTION, THE NAILING OF ALL
GYPSUM BOARD SHALL BE INSPECTED AND APPROVED PRIOR TO TAPING OF
JOISTS.
SHEAR WALL NOTES
1. STUCCO AND/OR STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL WILL
BE WATERPROOFED WITH A MINIMUM OF(2)15# FELT UNDERLAYMENTS.
2. ONLY COMMON NAILS WILL BE USED FOR ALL PLYWOOD SHEAR WALLS AND
NAIL GUNS USING " CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE.
3. ALL BOLT HOLES TO BE DRILLED 1 /32" MIN. TO 1 /16" MAX. OVERSIZED.
ENGINEER TO VERIFY.
4. DOUGLASS-FIR
(GROUP 11
LUMBER) PRESSURE
TREATED SILL PLATES WILL BE
USED ENGINEER
TO BE NOTIFIED FOR REDESIGN
IF OTHER SPECIES SILLS
ARE DELIVERED TO THE
SITE (OR ARE PART OF THE EXISTING BUILDING).
5. THE FOLLOWING
APPLIES
TO ALL SHEAR WALLS
WITH A LISTED DESIGN
LOAD GREATER
THAN 300 PLF.:
a. PROVIDE 3x SILL
PLATES
FOR SILLS THAT REST
ON CONCRETE OR
MASOORY.
b. PROVIDE 3x STUDS BETWEEN ADJACENT PANELS. IF ITS NECESSARY TO
USE 2-2x MEMBERS BETWEEN PANELS, SPECIFY 16d NAILS WITH
STAGGERED NAILING, AND SPACING NO GREATER THAN THE REQUIRED
PLYWOOD EDGE NAILING.
c, PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.
d. PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS,
5/8" BOLT-2.5x2.5 x1/4 7/8" BOLT-3x3x3/8
3/4" BOLT-2.75x2.75 x5/16
e. STRUCTURAL OBSERVATIOPN IS REQUIRED FOR PLYWOOD SHEAR WALLS
WITH DESIGN LOAD OF OVER 300 PLF.
THE FOLLOWING PROCEDURES SHALL APPLY:
1. A PRE -CONSTRUCTION MEETING INCLUDING THE ENGINEER OR ARCHITECT
RESPONSIBLE FOR THE STRUCTURAL OBSERVATION, THE CONTRACTOR, AND
AN APPROPRIATE SUBCONTRACTOR SHALL BE HELD TO REVIEW THE DETAILS
OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED,
2. DURING THE COURSE OF CONSTRUCTION, THE ENGINEER OR ARCHITECT SHALL
VISUALLY REVIEW THE STRUCOTURAL SYSTEM FOR GENERAL CONFORMANCE
WITH THE APPROVED PLANS. ANY OBSERVED DEFICIENCIES SHALL BE
REPORTED IN WRITTING TO THE OWNER'S REPRESENTATIVE, TO THE
CONTRACTOR, AND TO THE DEPARTMENT.
3. UPON COMPLETION OF THE APPLICABLE SHEAR WALLS AND/OR THE
ANCHORAGE SYSTEM AND PRIOR TO COVERING THE SHEAR
WALLS/ANCHORAGE, THE ENGINEER/ARCHITECT PERFORMING THE
STRUCTURAL OBSERVATION SHALL SUBMITT A LETTER TO THE DEPARTMENT
WITH HIS/HER WET STAMP AND SIGNATURE ATTESTING TO(1) THE DATE ON
WHICH THE PRE-CONSTRUCTON MEETING WAS HELD AND (2) THE DATES ON
WHICH THE VISUAL REVIEWS WERE CONDUCTED. THE LETTER SHALL ALSO
IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE
OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
4. PRIOR TO COVERING THE WORK, THE SHEAR WALLS AND/OR ANCHORAGE
SYSTEM SHALL BE INSPECTED AND APPROVED BY THE DEPARTMENT
INSPECTION STAFF ASSIGNED TO THE PROJECT . SUCH APPROVAL BY THE
DEPARTMENT IS REQUIRED PRIOR TO COVERING. THE ENGINEER/ARCHITECT
PERFORMING THE STRUCTURAL OBSERVATION IS NOT AUTHORIZED TO
APPROVE THE COVERING OF THE SHEAR WALLS/ANCHORAGE SYSTEM.
HIS/HER STRUCTURAL OBSERVATIONS ARE ADVISORY ONLY AND THEY DO
NOT IN ANY WAY BIND THE DEPARTMENT OR CONSTITUTE A CERTIFICATION
THAT THE SHEAR WALLS WILL PASS DEPARTMENT INSPECTION.
4. BLOCK MASONRY:
a. UNITS SHALL BE MEDIUM WEIGHT CONCRETE BLOCK, GRADE N,
CONFORMING ASTM C90 WITH AN ULTIMATE COMPRESSIVE
STRENGTH F'M= 1,500 PSI.
b. GROUT SHALL BE OF FLUID CONSISTENCY. GROUT MIX SHALL BE
ONE PART CEMENT, THREE PARTS SAND AND MAY CONTAIN AN
ADDITIONAL TWO PARTS PEA GRAVEL OF ,GROUT SPACES ARE 4"
OR MORE IN EVERY DIRECTION. F'C-2,000 AT 28 DAYS.
MINIMUM SLUMP SHALL BE 8" TO 1 1 ".
C. MORTAR SHALL CONFORM TO ASTM C270. MORTAR SHALL BE
ONE PART CEMENT, THEREE PARTS SANDS, 1/4 PART LIME PUTTY
OR HYDRATED LIME. F'C-2,000 PSI AT 28 DAYS. TYPE "S"
d. ALL CELLS CONTAINING GROUT SHALL BE CONSOLIDATED BY
PUDDLING OR VIBRATING DURING PLACING AND RE-
CONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED
BUT BEFORE PLASTICITY IS LOST.
e. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BARS
DIAMETERS OR 2'- 0" WHICHEVER IS LARGER.
f. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID
AND POURS SHALL BE STOPPED 1 1/2" BELLOW THE TOP OF A
COURSE TO FORM A KEY AT POUR JOINTS.
g, ALL BLOCK WALLS TO BE RUNNING BOND UNLESS NOTED
OTHERWISE,
5. REINFORCING STEEL:
a. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS
CONFORMING TO ASTM A 615 AS FOLLOWS UNLESS OTHERWISE
SHOWN:
1. #5 AND SMALLER GRADE 40 OR 60
2. #6 AND LARGER GRADE 60
b. ALL BARS SHALL BE FREE OF LOOSE FLAKY RUST AND SCALE,
GREASE, OR OTHER MATERIAL MIGHT AFFECT OR IMPAIR BOND.
c. WELDING OF REINFORCING STEEL: FIELD WELDING REINFORCING
STEEL SHALL BE PREFORMED BY WELDERS SPECIFICALLY CERTIFIED
FOR REINFORCING STEEL, PRIOR TO WELDING, THE "CARBON
EQUIVALENT (CE) OF STEEL SHALL BE DETERMINED. REINFORCING
STEEL WHOSE "CE" CANNOT BE IDENTIFIED OR WHOSE "CE"
EXCEEDS 0.75 %SHALL NOT BE WELDED.
EXCEPT FOR REINFORCING STEEL CONFORMING TO
ASTM A-706 REINFORCING
STEEL SHALL NOT BE PREHEATED AS SHOWN IN TABLE 1,
RGA 3-77. IN ADDITION, STEEL WITH "CE" BETWEEN 0.66
PRIOR QUALIFICATIONS TESTS VERIFY AN ACCEPTABLE WELDABILIIY.
d. ALL BENDS TO BE MADE COLD.
e. DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL APPROVAL IS
OBTAINED FROM STRUCTURAL ENGINEER.
%AND 0.75 % SHALL BE WELDED ONLY WHEN
A
11
N
HOLDDOWN CONNECTORS
1. PLATE WASHERS ARE TO BE USED. (HD -POST -PLATE WASHER). SEE 5d.
ABOVE FOR SIZES.
2. HD ANCHOR NUT TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL STRUCTURAL STEEL
FRAMING. ENGINEER TO VERIFY.
3, DEPUTY INSPECTION REQUIRED PER TABLE 26-E AND 91.0306(A)2 FOR 1. CONTRUCTION SHALL BE IN ACCORDANCE WITH LATEST AISC STANDARDPRACTICES.
HOLDDOWN ANCHOR BOLTS. 2. MEMBERS SHALL CONFORM TO ASTM A36.
MATERIAL SPECIFICATIONS: 3. A. PIPE COLUMNS SHALL CONFORM TO ASTM A53 FOR GRADE B PIPE.
1. PLYWOOD: PRODUCT STANDARD PS 1--83, DOUGLAS FIR -LARCH, B. TUBES SHALL CONFORM TO ASTM A500 FOR GRADE B.
STRUCTURAL 1
2. WOOD FRAMING MEMBERS: DOUGLAS FIR -LARCH. NOTIFY ENGINEER IF 4. BOLTED CONNECTIONS USED SHALL CONSIST OF UNFINISHED BOLTS
OTHER SPECIES OF LUMBER ARE DELIVERED TO THE SITE OR THE PART CONFORMING TO ASTM A 307, UNLESS OTHERWISE NOTED, BOLTS SHALL
OF THE EXISTING CONSTRUCTION. BE 3/4" DIAMETER UNLESS OTHERWISE NOTED.
3. CONCRETE: MINIMUM CONCRETE STRENGTH SHALL BE 2,500 PSI.
a. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, 11, OR III PORTLAND 5. ALL FABRICATIONS SHALL BE DONE IN THE SHOP OF A LICENSED
CEMENT. FABRICATOR OR UNDER CONTINOUS INSPECTION.
b. HARD -ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR
MAXIMUM SIZE SHALL BE 1 -1/2 INCHES FOR FOOTINGS, CAISSONS, 6. WELDING SHALL BE DONE BY CERTIFIED WELDERS USING E-60 ELECTRODES.
AND GRADE BEAMS AND ONE INCH FOR ALL OTHER WORK. CONTINOUS INSPECTION REQUIRED FOR FIELD WELDING ONLY,
UNLESS NOTED OTHERWISE ON THE PLANS.
c. LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE
APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2 INCH. 7. WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LOCAL BUILDING
DEPARTMENT.
d. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE
PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, 8. FULL PENETRATION WELD BETWEEN THE BEAM FLANGE AND COLUMN d-
COLUMN FLANGE BE MADE WITH SMALL DIAMETER WIRE ELECTRODE.
BOLTS, INSERTS, ETC. RELATING WORK. FOR SHIELDED METAL ARC WELDING (SMAW), THE MAXIMUM PERMITED N
ELECTRODE DIAMETER SHALL BE 5/32" PER 4.6.3(4) OF AWS D1.1-94. a
e. ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT FOR FLUX CORED ARC WELDING (FCAW),
ONE TIME. THE MAXIMUM PERMITTED ELECTRODE DIAMETER SHALL BE5/64"
PER 4.14.1.2 OF AWS D1.1-94. AFTER WELDING, THE BACKING BAR
f. ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE AND WELD TABS ARE TO BE REMOVED BY BACKGOUGING TO SOUND
LOCATED BY THE TRADES INVOLVED AND SHALL BE APPROVED BY THE MATERIAL, THE BACKGOUGED AREA IS TO BE WELDED AND IF
ENGINEER, REINFORCING PLATES PER ITEM 9 BELOW ARE NOT USED, THE WELD
CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:
SHALL BE REINFORCED WITH A FILLET WELD (SEE WELD TYPE TC-U4B).
g.
1. POURED AGAINST EARTH 3"
9. REINFORCING PLATES ARE TO BE ADDED TO THE BEAM FLANGE TO E ARC,"
2. EXPOSED TO EARTH, BUT POURED AGAINST FORMS 2" COLUMN CONNECTIONS. THE REINFORCING PLATES SHALL HAVE '�`� �,% �' r
A MINIMUM LENGTH EQUAL TO 18" OR THE BEAM DEPTH, WHICHEVER ��� J0 EV, �r
h. CONCRETE GROUT SHALL BE NON -SHRINKING WITH SUFFICIENT IS SMALLER. ALTERNATE METHODS OF STRENGTHENING THE CONNECTION v F OP '
WATER TO ALLOW POURING. ULTIMATE COMPRESSIVE STRENGTH F'C MAY BE USED PROVIDED APPROVAL IS OBTAINED No. ' 35.3015
5 `Q� ""- DATE
AT 28 DAYS SHALL BE 2,500 PSI. ROM THE CHIEF OF STRUCTURAL PLAN CHECK. 10/31C SN. I
9
------- - ------
Y q
(E)
RESIDENCE
N
(TYR) z
6"XI2"PFNNGSW/I/4"CrAV. rf�(TYP.)
SCREEN (FOIL VENTILATION)
(-I,yp) 7j —7
4X'Or z
y
2X6 F.J. Ca) 24" O.C.
2X6 F.J. @v ,, 24" 0
5/8" T&Cj PLYWOOD W 10d
q� 6/6/12 O.C. (COMMON NAKG.)
DOWEL 1-44,r&BX24"
LONG NEW TO EXIST,
FTNG, MIN 6" EMBEDED
& EPDXY W/ SIMPSON
ET-ZZ LGBO #4945, LARR 25185
FOUNDATION PLAN_
SCALE 1/4=1'-O"
NOTES -
PIPES, DUCTS AND OTHER NONSTRUCTURAL
CONSTRUCTION SHALL NOT INTERFER WITH ACCESSIBILITY
TO OR WITHIN UNDER FLOOR AREA. (2306.3)
F012MATION NQTES7
1- ALL STUMPS AND ROOTS SHALL BE REMOVE FROM SOIL TO
A DEPTH OF A LEAST 12" BELOW THE SURFACE OF THE GROUND
IN THE AREA TO BE OCCUPIED BY THE BUILDING
3.- ALL SHARE HARDWARE AND ANCHOR BOLT WITH NON-STANDARD
SPACING TO BE IN PLACE AT FOUNDATION INSPECTION
4,- PROVIDE MOISTURE BARRIER MEMBRANE UNDER NEW SLAB
5- PROVIDE MINIMUM 5/8" ANCHOR BOLT EMBEDDED
7" INTO FOOTING AND SPACED 6' O.C. (MAXIMUM WITH SQUARE
WASHERS 2X2X3/16" MINIMUM TWO BOLTS PER PIECE OF SILL
PLATE AND ONE LOCATED WITHIN 12" OF EACH END OF
EACH SILL PLATE.
(E)
RESIDE
ON" -a t"migues Swo"Mall"0104 1110 9
SCALE 1/4=1'-O"
(E)
RESIDENCE
SHEAR WALL--- SCHEDULE——
A35
SILL
BOLTING
!MARK
WALL TYPE
SPACING
FIRST FLOOR
WALLS
SILL NAILLNG
AT UPPER STORIES
v
15/32 STRUCT I PLYWD W/8d 6" O.C. AT ALL EDGES ALLOW = 210 9/FT
2411
5/8" @ 48" O.C.
16d @ 8" O.C.
//2:\
v
15/32 STRUCT I PLYWD W/ 8d 4" O.C. AT ALL EDGES ALLOW = 320 ffT
1811
5/8"@48"O.C.
16d@4"O.C.
15/32 STRUCT I PLYWD W/ 10d � 3" O.C. AT ALL EDGES v
3X SILL, 3X STUDS Oa, VERTICAUJOINTS ALLOW = 410 #/FT
12"
5/8" @ 32"O.C.
SIMP. SDS
STRUCTURAL INSPECTION REQD.
1/4"X6-SCREWS @ 6" O.C.
15/32 STRUCT I PLYWD W/ 10d A 2" O.C. AT ALL EDGES v
3x SILL, 3X STUDS VFRTICAE JOINTS 550 #/FT
3/4" @ 32" O.C.SIMP.
SDS
@) ALLOW
STRUCTURAL INSPECTION REQ'D,
91,
1/4"X6-SCREWS @ 5" O.C.
15/32 STRUCT I PLYWD W/ 10d (?� 2" O.C. AT ALL EDGES v
3X SILL, 3X STUDS @-, VERTICAL JOINTS 650 #/FT
811
13/4" @ 24" O.C.
SIMP. SDS
STRUCTURAL INSPECTION REQD.
1/4"X6-SCREWS @ 4" O.C.
NOTES:
ALLEDGES OF PLYWOOD SHEAR WALLS MUST BE
BLOCKED WITH MIN. 2X SOLID BLOCKING.
FRAMING AT ADJOINING PANEL EDGES SHALL
BE 3-INCH NOMINAL OR WIDER & NAILS
SHALL BE STAGGERED.
WHERE PLYWOOD IS APPLIED ON BOTH FACES OF
A WALL AND NAIL SPACING IS IS LESS THAN 6
INCHES ON CENTER ON EITHER SIDE, PANEL
JOINTS SHALL BE OFFSET TO FALL ON
DIFFERENT FRAMING MEMBERS OR FRAMING
SHALL BE 3-INCH NOMINAL OR THICKER AND
NAILS ON EACH SIDE SHALL BE STAGGED
A3 5, SILL NAILING AND A.B. SHOULD BE DOUBLE,
NAIL, SPACING ALONG INTERMEDIATE SUPPORTS
C5) ALL INTERIOR NON BEARING & NON SHEAR -
WALLS MAY BE ATTACHED TO CONCRETE SLAB
WITH 5/8" X10" A.B. @ 48"
STUDS SHALL BE SPACED MAXIMUM OF 16" O.C.
WALLS WITHIN VALLOW > 300#/FT
REQUIRE STRUCTITR&L OBSERVATION
LENGTHS SHOWN ON THE PLANS ARE MINIMUM
LENGTHS
PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT REST
ON CONCRETE OR MASONRY
gi PLYWD. BOUNDARY & EDGE NAILING SHALL HAVE
1/2" EDGE DISTANCE
SCALE 1/4=1'-0ll
I ALL A.B.'S TO HAVE MIN. 7" EMBEDMENT,
7 BOLT DIAMETER END DISTANCE, PLATE
WASHERS PER TABLE BELOW
THERE SHALL BE A MIN. OF 2
BOLTS PER PIECE WITH ONE BOLT LOCATED
WITHIN 12" OF EACH END OF EACH PIECE
BOLT WASHER
518" DIA, 2-1/2 X 2-1/2 X 114
3/4" DIA, 2-3/4 X 2-3/4 X 5/16
7/8" DIA. 3 X3 X3/8
I" DIA. 3-1/2X3-Iy'2X3/8
ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
518" X 10" A.B.'S @ 48" O.C. UNLESS
NOTED OTHERWISE
� 0
USE STAGGERED NAILS WHERE NAIL SPACING IS ALL NAILS TO BE COMMON NAIL 3" OR LESS (4
C15 i ALL BOLT HOLES TO BE DRILLED 1/32" MIN.
TO 1/16" MAX. OVERSIZE
LEGEND
EXISTING E==
NEW
Ilk
S-1
MARK
SHEATHING
NAILING
ANCHOR
BOLTS
SILL NAILS
(SN)
SIMPSON 'A35'
NOTES
1, 2, 3, 6, 7
SHEAR
CAPACITY
UNO
LBS/FT
D1
/2" STRUCT I
ONE
1 Od @ 6" EN
5/8" 0 @
16d @ 4" OC
@ 16" OC
340
BLOCKED
SIDE
AND 12" FN
48" OC
2
1 /2" STRUCT I
ONE
1 Od @ 4" EN
5/8" 0 @
SDS 1 /4" x 6"
@ 10" OC
5
510
BLOCKED
SIDE
AND 12" FN
40" OC
@ 6" OC
1 /2" STRUCT I
ONE
1 Od @ 3" EN
5/8" 0 @
SDS 1 /4" x 6"
@ 8" OC
5
665
BLOCKED
SIDE
AND 12" FN
32" OC
@ 4 OC
4
1 /2" STRUCT I
ONE
1 Od @ 2" EN
5/8" 0 @
SDS 1 /4" x 6"
„
@ 6 OC
5
870
BLOCKED
SIDE
AND 12" FN
24" OC
@ 4" OC
1 /2" STRUCT I
BOTH
1 Od @ 4" EN
5/8" 0 @
SDS 1 /4" x 6"
@ 10" OC
4' S
1020
BLOCKED
SIDES
AND 12" FN
20" OC
@ 3" OC
EACH SIDE160
1 /2" STRUCT I
BOTH
10d @ 3," EN
5/8" 0 @
3/8" 0 x 8, LAG
@ 8 OC
4, 5
1330
BLOCKED
SIDES
AND 12 FN
16" OC
SCREWS @ 4 OC
EACH SIDE
1 /2" STRUCT I
BOTH
1 Od @ 2" EN
5/8" 0 @
3/8" 0 x 8" LAG
@ 6" OC
4, 5
1740
BLOCKED
SIDES
AND 12" FN
12" OC
SCREWS @ 3" OC
EACH SIDE
NOTES:
1. SEE PLAN FOR LOCATION OF SHEATHED WALLS.
2. PLYWOOD SHALL BE STRUCT=1 (PII 24/0) WITH FACE GRAIN HORIZONTAL.
3, MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 13'
4. OFFSET PLYWOOD ON BOTH SIDES OF WALL AND USE 3x STUDS & BLOCKING.
5. USE 3x STUDS & BLOCKING @ ADJACENT PLYWOOD EDGES, STAGGER NAILS.
6. USE 3x SILL PLATE AT SLAB ON GRADE FOR ALL SHEARWALLS.
7. USE COMMON NAILS ONLY, BOX NAILS ARE NOT PERMITTED.
16dat6"0.C.
(N)RR TO SLOPE SHAPED SILL PLATE
2_2 X TOP R /W/16d 16 d at 4" O.C.
�(N)B.N. / I
. f /CALI F. FRAM E
11 ------- �% -2X CRIPPLE WALL
I/
3/8" PLYWD/ f N A35 @ 24" Q.C.
W/8 d @ 6-12
-" r r ( )
1
CEILING -`2 X BLKG W/ TO TOP PLATE
(N)E. . I
I � '�� � A35 @ 32"
ii -SALT. BEAM
11
1 3/4" MIN. EDGE
DISTANCE
0) EDGE NAILING (EN) AT PANEL EDGES.
(Z FIELD NAILING (FN) @ 12" AT
INTERMEDIATE FRAMING.
C) EN AT POST WHERE HOLDOWN
ANCHOR OCCURS.
Q PROVIDE 1 /8" GAP BETWEEN ENDS
& SIDES OF PLYWOOD SHEETS.
x6 POST PER PLAN
X STUD (FILLER)
2_) 3/4" DIA. M.B.
INFININW.A.
} 2X SILL PLATE - ADD 2X BLKG.
j 5/8" DIA EPDXY BOLT @ 26" O.C.
BREADED ROD W/ EPDXI I.C.B.O.
4945 ALLOWABLE LOAD (133) WIND 4010
_LOWABLE LOAD (133) EARTQUAKE
010 ALLOWABLE TENSILE LOAD
DNCRETE COMPRESSION fc=2000
.T22) 4010 - DRILL HOLES 1/16"
URGER THAN BOLT DIA.
EXISTING FOOTING
NOTES:
FOR RAISED FLOOR USE LONGER
BOLTS TO EXTEND ABOVE FLOOR
SHEATHING
EXISTING TO NEW - FOOTING
1. 2X RAFTER
2. PLYWD ROOF SHTG.
f 3. 1 X CONT. W/16 D NAILS
. tr 3„ TO 5" @ 8" O.CO.
a 4. EDGE NAILING
_ I°o 5. 2X BLKG W PLYWD E.N
' 6. 2X CONT. W/16 d'S
-•° }-1 #4 REBAR ('(f) y @ 8" O.C.
�V k// 1
P . „MIN .
a. .
#4 REBA j P h 8" FOR 7/8" DIA. SSTB
P 0 _� J
�Y 12
TYPICAL SSTB
INSTALLATION
10
0 •
BN (2) 16d TOENAILS
STRAP RAFTERS EACH SIDE
WITH ST2115
@ 48" OC (UNO) RR
CONNECTOR
SHT'G
PER PLAN
RAFTER
2x RIDGE BOARD PER PLAN
SECTION AT RIDGE PLATE
ROOF SHTG CONT
�- w �.
•'i
A35 PER
SHEARWALL
SCHEDULE-
2x CEILING JOIST -
PER PLAN
(3) 16d
FOR TIE CONN
WALL STUDS SEE PLANS -
& SHEARWALL SCHEDULE
2x8 BOARD NOTCHED AS
REQ'D W/ (3) 16d COMMON NAILS
PER ROOF RAFTER FOLLOWING
LINE OF CALIFORNIA FRAMINMG
E.N.
WALL FINISH PER PLAN---
2X P.T.D.F. SILL PLATE
JEEP SCREED @ STUCCO
FOUNDATIONNEW
WALL WHERE OCCURS SEE P
9
.N.
x SOLE PLATE
'LYWOOD SUBFLOO
_--_—A35 @ 32" O.C.
a.
_#4 REBAR
N.T.S.
N
'---_•#4 REBAR
-FLOOR JOIST
PER PLAN
BIRDER PER PLAN
W/ GH HANGER
ADD 16dPER SHEAR W. SCH.
2x PL W/ 1-16d /JST
& 16d@l6" O.C.TO BLKG.
2x _ FLR. 'ST.
SIMP.A 35 @ ` f '
4 SIDES. 4XG DR W/ PC POST
8" SQ. o TOP MIN 4X P.T. , CAP.
CALIF FRAMING 2" THK . P.T.D.F. POST. \
PER PLAN W/4 CONC.NAILS
OR SHOT PINS
8" 1° 8"
a 4
as a-
a �,'
a
a as a ae I I— �� —_I j b I I— LL
\`_1,9„ x1,g„
x 12" PIER
5 CONCRETE PIER
2x6 @ 24" O.C.
FLOOR JST. <
�` S. N
B.N.-
2x BLOCKING
ROOF JOIST PER PLAN
���SHT'G PER PLAN
rBN
LTP4 PER
SHEARWALL SCHEDULE
(ALT TO A35 ON OTHER SIDE)
EN (E) FOOTIN
EXT SHEARWALL CONN TO SLOPED ROOF JOISTS
2 X SOLE PLATE
- E.N.
WALL FINISH PER PLAN
—(E) 2 X STUD WALL
01
0
2 X SOLE PLATE
FLOOR JOIST PER PLAN
--,PLYWOOD SUBFLOOR
2X P.T.D.F. SILL PLATE
"
ADD 5/8 DIA EPDXY BOLTS
TO COMPLY W/ SILL BOLTING
ICBO 4945 W/ SPECIAL INSP.
;
N
EMBED 5" MIN.
-2X LEDGER W/ (2) ROWS 16d @,
CJ
c
8" O.C. STAGERED.
6PSON U HANGER W/ FULL
'
LENGTH NAILS.
'2 X F.J. PER PLAN AS OCCURS
ARC
. CIS_ -
Exp. 1 ol31 A
DATE
v
3
Project Title Date
Project Addre�sss� Building Permit It
✓ = �'"'' ' Plan Check / Date
Documentation Author Telephone
Package D _-- Field Check I Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL INFORIIL�TIQN
Total Conditioned Floor Area ftr Average Ceiling Height ft
Conditioned Slab Floor Area ftr
Building Type: _-_-__$�amily Addition
(check one or more) Multi -Family Existing -Plus -Addition
Front Orientation: North I South / East ,(mil All Orientations
{input front orientation in degrees from True North and circle one)
Number of Stories
Number of Dwelling Units: 1
Floor Construction Type: S ed Floo (circle one or both) /
RADIANT BARRIER (required in climate zones 2. 4. 8-15) Required for this submittal Z yes -no
BUILDING ENVELOPE INSULATi®N
Component
Type
Frame Type
wd = wood
stl = steel
Cavity
Insulation
R Value
Sheathing
Insulation
R Value
Total R-
Value'
Assembly
U Factor'
Location/Comments
(attic, garage, typical, etc.)
Wall
WD
13
0
13
.088
Table B-2
Wall
Roof
WD
30
0
30
.031
Table B-2
Roof
Floor
WD
19
0
19
.065
Table B-2
Floor
Slab Edge
NIA
_ _
N/A
_ _
NIA
.. ..... .
N/A
_ - _-_- - -- -----=---
NIA
r__ - ...,.....r
G......•..r .....tit +t,.,t ..,rote ,.n.,:ttr r�-vnh.n
• rot nve corn tianr:c .ivmar �..-.asp au� ����� - - - - ---
insulation relents for the Fr NdPtive Package.
Shading Devices
Fenestration
Wr os.
Orien-
tation
Area
Fenestration
U-Factor
Fenestration
SHGC
Exterior
Shadin Att.
Overhangs/
Fins
Front
i
,, ...
Min .40
Min .35
NIA
NIA
Front
Left
--
Min .40
Min .35
NIA
N/A
Left
Rear
Min .40
Min .35
N/A
N/A
Rear
Right
Min .40
Min .35
NIA
N/A
Right
Skylight N/A
NIA
NIA
N/A
NIA
N/A:
NIA
Skylight
Compliance Forms August 2001
CERTIFICATE OF CO L CE: RESIDENTIAL {Page 2 of 3} CI'-1R
Prnieet Title Date
HVAC SYSTEMS
Note: input hydronic or combined hydrome data under Water Heating Systems, except Design Heating Load
Distribution
Heating Equipment Minimum
Type and Duct or Heat Pump
Type (furnace, heat Efficiency
Location Piping Thermostat Configuration
pump, etc.) (AFUE or HSPF)
(ducts, attic, etc.) R Value Type (split or package)
Furnace 78% Min Ducts R-4.2 Set Back NIA
t..ouung ngtupatcuc - -
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
hest pip, gyp. -ling) (SEER) (attic, eta) R Value Type (split or package)
Air Cond Split 10.0 Min. Attic R-4.2 Set Back NIA
SEALED DUCTS and TXVs (or Alternative Measures)
C3 Sealed Ducts (an climate zones)
(Installer testing and certification and FIRS rates field verification required)
9d TXVs, readily accessible (climate zcucs 2 and 8-15 only)
(Installer tasting and certification and HERS Rater or field verification required)
C 3 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
ghstatic testing and certification and HERS Rater or field verification required)
OR
N 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
8 .35 .40 10 Furnace
Per Section 151 b-1:11 50 gal or less WATER HEATING SYSTEMS
Energy External
Rated' Tank Factor or flank
Water Heater . Distribution Number Input (kW Capacity Recovery Standby' Insulation
T e Type in S3Mtem or Bw)hr ns Efficien Loss 4 R Value
RUUD Pacemaker HW Loop 1 75,000 100 -.48 N/A N/A
I. For small gas storage water heaters (rafixt inputs of less than or equal to T5,000 Btulhr), eIectric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Btn/hr), IlstRated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extraa sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
Compliance Forms August 2001
� e a �? +s , it � t s ,i l* '` ' . • - a � r
Note: Lowrise 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
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* § 150(a): Mhtimum R 30 ceiling insulation.
X
1150 ft Loose fin insulation manufacturer's labeled RrValue.
N/A
* 1150(c} Miniu mum lt 13 wan insulation in wood framed walls or equivalent U Factor in metal flame walls
X
does not to exterior mass walls),
' § 150(4*. Minimum R-19 raised floor insulation inflamed floors.
X
1150(l) : Slab edge insulation -water absorption rate no greater thaw 0.30%, water vapor ramamission rate no
NIA
JMLft than 2.0 mcb.
III& Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
1116-17: Fenestration Products, Exterior Doors, and In6Uration/F.afiittation Controls
X
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U=Factor ; certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doers and windows weathetstripped; an joints and penetrations caulked and sealed
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
NIA
§ IWf): Special infiltration barrier installed to comply with § 151 meeta Commission quality standards.
X
§ 150(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
X
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
a Flue damper and control
2. No continuous burning gas pilot lights allowed
Space Conditioning, Water Heating and Plumbing System Measures:
1110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
1150(h): Hearing and/or cooling loads calculated in accordance with ASERAE, SMACNA OR ACCA.
X
1150(i): Setback thermostat on an applicable heating and/or cooling systems.
X
11500): Pipe and tank insulation
X
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 heater tank, non -recirculating systems, insulated (R.4 or greater)
3. Back-up ranks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R 16 combined internallextemai insulation.
4. All burial or exposed piping insulated in recirculating sections of hot water systems.
S. Cooling system piping below 55°F insulated.
6. Piping insulated between heating source and indirect hot watertank.
Compliance Forms
August 2001
I
I
t
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R
LV
Project Title Date
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility : When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer Or Owner (per Business and Professions Code) Documentation Author
Name: R? ., t Name: IJ
Title/Firm. IZ12' / 2L Titie/Firm:
Address: -fir l' ' Address: J. 46) '
Telephone: � - Telephone.
Lic. #: Lic. #:
(signature} is sig»ature} (date}
Enforcement Agency
Name:
Title:
Agency:
Telephone:
(sfpnamr° 7 stamp (date)
Compliance Forms
August 2001
M[ANIDATORY MEASURES CHECKLIST: RESIODENTIAL (Page 2 of 2) MF-1R
Note: Lowrise 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 NIA if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
* § 150(m): Ducts and Fans
X
1. All ducts and plenums installed, sealed and insulated to meet the requkamcnt of the I "8 CMC Sections 601,
603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Openings shall be sealed wide mastic, tape, aerosol sealant, or otterduct-closure system
that meets the applicable requirements of UL 181, UL 181A, or Ili. ISIB. If mastic or tape is used to sea[
openings greats than 114 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities Shan not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back tubber adhesive duct Capers unless such tape is used in
combination with mastic and damtands.
2. Building cavities, support platforms for air handlers, andpleoums defined or constructed with materials
other than sealed sheet metal, dart board or flexible duct shall not be used for convoying conditioned
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and a%=
platforms shall not be compressed to cause reductions in the et ors-suwKioaal area of the ducts.
3. Joints and seams of duct systems and their compnents shall not be scaled with cloth back rubber
adhesive duct tapers unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity vennist ag systems serving conditioned space have either autorunatic or readily accessible,
mazutally operated dampers.
6. Protection of lnssuiafion. Insulation shall be protected from damage, including that due to sunligb4
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 octal, painted canvas,
or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation that can cause degradation of the material
§114: Pool and Spa Heating Systems and Equipment
N/A
1. System is certified with 78"1. thermal efficiency, on-offswitcr, weatherproof operating instructions, no
electric resistance heating and an pilot light
2. System is installed with:
a. At least 361 of pipe between filter andheater for future solar heating.
b. Cover for outdoor pools of outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
§r 15- Gas feed central f mace pool heaters, spa heaters or household" cooking appliances have so
X
eoutummly burning clot light lion: Non-dectneal cooking appliances with pilot<150 Btwin
§118 (1): Coo[ Roof material meet specified criteria
NIA
Lighting Measures:
§150 (k)i.: Luminaires for general lighting iakitchens shah have lamps with an efficacy of 40 lumensA vad
X
or greater for general lighting in kitchens. This general lighting shalt be coatrolled 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 mast have either at least one luminaire with lamps with an
X
efficacy of 4o lumenshma or greater switched at the entrance to the room or one of the alternatives to this
requirement allowed in § 15004; and incandescent recessed ceiling fixtures arc IC (matiWon cover)
approved
Compliance Forms
August 2001
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