HomeMy WebLinkAbout10141226.pdfAAK
LOT 2 IN BLOCK C OF BARTLETTS TRACK, IN THE CITY OF SANTA ANA, COUNTY
OF ORANGE, STATE OF CALIFORNIA, AS SHOWN PER MAP RECORDED IN BOOK 11,
PAGE 1 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY.
1. DOUBLE KITCHEN SINK
2. BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S
SPECIFICATIONS). PROVIDE AIR CAP AT SINK.
3. 36" CLEAR REFRIDGERATOR SPACE - PROVIDE ROUGH -IN PLUMBING FOR ICE
MAKER. NOTE: WIDTH MAY VARY WITI-� BUILDER UPGRADE OPTION - VERIFY.
4. MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS
WITH MANUFACTURER'S SPECIFICATIONS.)
5. RANGE AND OVEN (VERIFY DIMENSIONS WITH MANUFACTURER'S
SPECIFICATIONS.)
6. WASHING MACHINE SPACE - PROVIDE RECESSED BOX WATER AND WASTE.
7. DRYER SPACE - PROVIDE VENT OUTSIDE AIR.
PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND
LOCATION OF THE DRYER VENT AND SHALL CONFORM TO ALL THE APPLICABLE
CODES AND REGULATIONS.
8. 22" X 30" ATTIC ACCESS.
9. PROVIDE 4" SLAB FOR WATER HEATER PER CITY STANDARD.
10. WATER HEATER - PROVIDE(2) SEISMIC STRAPS - (1) TOP AND (1) BOTTOM.
FINAL LOCATION OF THE WATER HEATER VENT SHALL BE THE RESPONSIBILITY OF
THE PLUMBING CONTRACTOR AND SHALL CONFORM TO THE APPLICABLE CODES
AND REGULATIONS.
11. 32" X 60" FIBERGLASS TUB WITH SHOWER ABOVE. PROVIDE CHROME ROD.
12. 6" PLUMBING WALL
13. 6" STUD WALL
14. 36" X 48" FIBERGLASS SHOWER
15. SHELF AND SINGLE POLE
16. MIRROR
17. GYPSUM BOARD SOFFIT - TOP AT 96" UNLESS NOTED OTHERWISE.
18. GUARDRAIL 36" ABOVE HIGHEST ADJACENT FINISH FLOOR. SEE DETAIL
7/D-3 PER PLAN.
19. LAUNDRY TRAY.
20. DRYER VENT LOCATION ( 5" 26" GA. G.1. - VERIFY PER CODE.
21. VANITY - SEE INTERIOR ELEVATIONS.
22. PROVIDE R-13 BATT INSULATION AT LAUNDRY ROOM WALL AS INDICATED.
23. 6"X6" WOOD COLUMN
24. CRIPPLE WALL
25. SHELF
26. UNDER CABINET FLUOR. LIGHT.
27. MEDICINE CABINET
28. EXTERIOR GRADE R/S PLYWOOD CEILING
29. LINEN CABINET - SEE INTERIOR ELEVATIONS
30. PANTRY - SEE INTERIOR ELEVATION
31. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR
CHANGES PER HOUR (DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS
CONTAINING TUBS OR SHOWERS) (1203.3)
32. APPROVED SMOKE DETECTOR PER U.B.C. SEC. 310.9.1. DETECTOR TO BE
PERMANENTLY WIRED AND WITHOUT A DISCONNECTION SWITCH OTHER THAN
THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL SMOKE DETECTORS TO
BE WIRED TOGETHER FOR SIMULTANIOUS ALARM. ALL SMOKE DETECTOR'S SHALL
HAVE APPROVED BATTERY BACKUP.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING,
PLUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. ULTIMATE CONCRETE STRENGTH TO BE 2500 P.S.I. Q 28 DAYS.
4. LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE #1 FOR ALL POSTS AND 6x AND
LARGER BEAMS AND COMMMERICIAL GRADE #2 FOR ALL 4x AND SMALLER, ALL
LUMBER SHALL BE GRADE MARKED.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING
UTILITIES, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
EXPENSE OF REPAIR OR REPLACEMENT A CONJUNCTION WITH THE PROSECUTION OF
THIS WORK.
6. COMPLIANCE SHALL BE MADE WITH THE STATES ENERGY CONSERVATION
REQUIREMENTS. FILE REQUIRE DOCUMENTATION ON THE DRAWINGS.
7. DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL
CONSTRUCTION REQUIREMENTS OF C.B.0 SECTIONS2326 AND CHAPTER 18 FOUNDATION
REQUIREMENTS.
8. PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERS
SHALL BE 4$1 MINIMUM.
A IN% 171 Of'% A I n'"'� "ER AND TUB/SHOWER VALVES ARE REQUIRED. U.P.C. 410.7
E
_U
i
r
UD
In
'-8" 14'-5"
2030 AL.SL. 5040 AL.SL.
24 FL CA)
11 FL BATH 2
N . WARD.
BI-PASS
N. BEDROOM 4
(14'-0" x 12'-0 )
32 TYP.
� 15
S BI-PASS O
�. 110V,/JI
N. WARD.
-----------
2� --
0
® _
W/H ,
x �. / < 0 AN
w 0 M, 0 31
m �
uj
E. BEDROOM 2
(10'-6" x 11'-0")
N. WARD.
4 BI-PASS
4 BI-PASS
N. WARD.
-0"
WALL
HEATER
u:
2�
N E. DEN / BEDROOM 1
(10'-0" x 12'-0) 20-6
W
E.
E. E. E.
E. PORCH
19 MoTC N WMAI 0
KITCHEN
t/
3
lni IF-
E. FAMILY RM.
(14'-6" x 12'-011)
E. E. E.
d-
uj CV
C11
1326 E. 2ND ST.
Santa Ana, California
hid
DESIGNER: '
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN CAPISTRANO, CALIFORNIA 92675
TEL: 949.322.7922
FAX: 949.488.8940
..� 0. 0
PROPERTY OWNER:
STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS:
1326 E. 2ND ST.
ZONE:
R-X
ASSESSORS PARCEL NO:
398-456-08
LEGAL DESCRIPTION:
BARLETTS TRACK BLK C LOT 2
LOT SIZE 5625 SQ.FT.
BUILDING SIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SQ.FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITE COVERAGE
22.7%
SUBMITTAL SET
REVISION DATE
PLAN CHECK SUBMITTAL NO. 1 6 OCT 2003
PLAN CHECK SUBMITTAL NO. 2
AL
FortS,["'* 3� 0 �(+q `i t y� � u% Fed 4 "$
4,q'a t�%, air, 4� &jA _ tet R3 �•"..§t L G {�. t.., t". �Ja E �
PLAv
' t 0s elfil1 t a @ €v $ E the
t � ma n Etc fIOns MUI � � changes
ill i Via' aw it 3 ICI malk e s,I`
$�on sameIll Wr
1 13-anta Ana.
s plan end spec€lglnA,. I
:1'0 acceptance O I:
gel per€lli noir � l t
prr
;visiotjs of A14Y cityordinance r statO L;.
PLAN
ITE
CITY OF SANTA ANA F OOR PLAN
7,
-
t
DEMO PLAN SCALE: 1/4" = V-011
E. E. E.
Ul
uj
Ill
EXIST INU rLVUK FLAN SCALE: 1/4" = V-011
1326 E. 2ND STI
RESIDENCE
REMODEL
1326 E. 2ND ST.
Santa Ana, California
h I d
DESIGNER:
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN CAPISTRANO, CALIFORNIA 92675
TEL: 949.322.7922
FAX: 949.488.8940
0► w -• 0 a
PROJECT INFORMATION
PROPERTY OWNER:
STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS:
1326 E. 2ND ST.
ZONE:
R-X
ASSESSORS PARCEL NO:
398-456-08
LEGAL DESCRIPTION:
BARLETTS TRACK BLK C LOT 2
LOT SIZE 5625 SQ.FT.
BUILDING SIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SQ.FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITECOVERAGE
22.7%
SUBMITTAL SET
REVISION DATE
PLAN CHECK SUBMITTAL NO. 1 6 OCT 2003
PLAN CHECK SUBMITTAL NO. 2
DEMO PLAN
EXIST. FLOOR PLAN
SCALE: JOB NO: 03015
DATE: 10.03.03 DRAWN BY: S.H.
W1YA�
: I I C KZ'l lk 11010 1 Ll [0- 11
* REFER TO "SPECIFICATIONS," DETAILS AND BUILDER
SPECS FOR ADDITIONAL INFO PERTAINING TO THIS
ELEVATION.
* GLAZING IN DOORS AND FIXED GLAZED PANELS OF
MORE THAN 9 SQ.FT. SHALL HAVE CATEGORY it
CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD.
24-2.
❑INDICATES ELEVATION PLAN NOTES
SEE NUMBERS BELOW
1. ALL EXPOSED TRIM, ROOF SHEATHING, BEAMS, ETC. WHERE INDICATED
SHALL BE S4S & FREE OF LOOSE KNOTS, SPLITS AND SAP AS POSSIBLE.
2. ALL EXPOSED PLYWOOD TO BE 3/8" 303 SIDING EXT.-APA SMOOTH
FACE APPLIED OVER 60 MINUTE GRADE "D" PAPER (EXCEPT GARAGE
DOORS) & NAILED WITH NON -CORROSIVE NAILS (U.O.N.)
3. LINE OF CEILING BEYOND.
4. (2) 8"x 8" G.I. SCREENED VENTS
5. G.I. FLASHING W/ CAULKING TYP.
6. ROOFING MATERIAL. SEE ROOF PLAN FOR TYPE & "GENERAL NOTE
SPECIFICATIONS" SHEET. GN). "ROOFING FOR SPECS."
7. SECTIONAL OVERHEAD GARAGE DOOR W/ STYLE AS INDICATED OR
SIMILAR DESIGN. VERIFY MANUFACTURER AND DESIGN.
8. ENTRY DOOR W/ R/S OR RAISED WOOD GRAIN TEXTURE APPLIED AS
SHOWN ALTERNATE: RAISED PANEL WOOD TYPE TO BE SELECTED BY
BUILDER (VERIFY).
9. 14" X 6" SCREEN VENT (TYP.).
10. ATTIC VENT 14" X 24" RECTANGULAR METAL LOUVER W/ SCREEN
(VENTILATION AREA 158 SQUARE IN.).
11. G.I. GUTTER TO MATCH SURFACE.
12. GI DOWN SPOUT PAINTED TO MATCH SURFACE. PROVIDE SPLASH
BLOCK.
13. 2X8 RE/S FASCIA (TYP).
14. 2X8 R/S BARGE (TYP).
15. 6"X10' FALSE OUTLOOKER
16. 2X4 0/ 6X10 RE/S PORCH BEAM.
17. 6X6 POSTS.
18. 2X6 FLAT ABOVE 2X4 ON EDGE
19. 2X2 PLANT -ON TRIM
20. 2X2 SQ. PICKETS AT 6" O.C.
21. 2X4 TOP & BOTTOM RAIL.
22. EXT. GRADE PLYSAWN 0/ (1) LAYER 15# FELT.
23. EXT. GRADE BEVEL LAP SIDING 0/ (1) LAYER 15# FELT.
24. 2X6 PLANT-ONS AT ALL CORNERS.
25. STUCCO TO BE TROWLED [SMOOTH] [SMOOTH WITH LIGHT TEXTURE]
[LIGHT SPANISH LACE] OVER METAL LATH, 60 MINUTE GRADE "D" PAPER
AND WIRE. (SEE FRAMING FOR STRUCTURAL SHEAR WALL REQUIREMENTS
FOR LATH.) ALL VERTICAL AND HORIZONTAL OUTSIDE TYPE CORNERS
SHALL HAVE [SQUARE] [BULLNOSE] CORNER BEAD. (U.O.N) ALL
HORIZONTAL AND VERTICAL INSIDE TYPE CORNERS SHALL BE SQUARE
AND/OR SHARP.
26. STUCCO CORNER TO BE SQUARE CORNER BEAD WHERE INDICATED.
27. STUCCO CORNER TO BE BULLNOSE CORNER BEAD WHERE INDICATED.
28. STUCCO OVER _.X_ TRIM (SEE NOTE #30)
29. G.I. STUCCO WEEP SCREED. TYP.
30. 7" MASONITE SIDING.
31. FLAT 1 x4 TRIM
32. 1 1 /2" DIA. INT. HANDRAIL
FOUNDATION VENTS TO BE AS CLOSE TO
CORNER AS POSSIBLE AS PER 2306.7
1162 SQ.FT.l150 = 7.74 SQ.FT OF VENTILATION
REQUIRED OR (13) - 6" X 14" GFI VENTS.
REAR ELEVATION SCALE: ,,,.=,.-o.
EXISTING ROOF
/
°P
EXIS*G
25 PORCH
25
N
FRONT ELEVATION SCALE: ,,<•-,•.o•
EAST ELEVATION SCALE: ,,,•=,•-o•
Wad
WEST ELEVATION
EXISTING
PORCH
n
1MMM91,11[c3
0
• _050 •
0
SCALE: 1 /4" = 1'- 0"
(TYP)
1326 E. 2ND
RESIDENCE
REMODEL
1326 E. 2ND ST.
Santa Ana,
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN CAPISTRANO, CALIFORNIA 92675
TEL: 949.322.7922
FAX: 949.488.8940
PROPERTY OWNER: STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #t611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1326 E. 2ND ST.
ZONE: R-X
ASSESSORS PARCEL NO: 398-456-08
LEGAL DESCRIPTION: BARLETTS TRACK BLK C LOT 2
LOT SIZE 5625 SQ.FT.
BUILDING SIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SQ.FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITE COVERAGE
22.7%
SUBMITTAL SET
REVISION
PLAN CHECK SUBMITTAL NO. 1
PLAN CHECK SUBMITTAL NO. 2
DATE
. OCT••
SCALE: JOB NO: 03015
DATE: 10.03.03 DRAWN BY: S.H.
ig
91 it Eel wk 1011
* BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL
RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING
CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO STRUCTURAL ENGINEERING
DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY
DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK.
i i iiiiiii I I
II;Iil� �1�llmmmlk I 10 11011111111111011 NAWAA1311111MMIkI
* REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS.
INDICATES UTILTY PLAN NOTES
SEE NUMBERS BELOW
1. ROOF RAFTERS PER STRUCTURAL DRAWINGS.
2. SHEATHING PER STRUCTURAL DRAWINGS.
3. RIDGE BEAM PER STRUCTURAL DRAWINGS.
4. 2X CEILING JOISTS PER STRUCTURAL DRAWINGS.
5. 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS.
6. 2X4 STUDS AT 16" O/C.
7. 2X6 STUDS AT 16" O/C.
8. DBL. 2X TOP PLATES.
9. 2X P.T.D.F. SILL PLATE.
10. 2X SILL PLATE
11. PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS
12. PROVIDE R19 BATT INSULATION AT FLOOR JOISTS.
13. PROVIDE R30 BATT INSULATION AT CEILING.
14. 3/4" PLYWOOD NAIL 10d @ 6" EDGE & 10" FIELD, GLUE.
15. 1/211 DRYWALL (TYP.)
16. 2X BLOCKING
17. FLUSH BEAM WITH APPROVED HANGERS.
18. DROPPED BEAM WITH GYP BOARD OVER.
ATTIC VENT SUMMARY
1. ALL VENTS TO BE COVERED WITH 1/4" CORROSION
RESISTANT WIRE/METAL MESH (1505.3).
3. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE
THEM WATER —PROOF ANS WALL MOUNTED LOUVERS
SHALL BE SEALED AN FLASHED WITH "MOISTOP" IN THE
SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS.
4. PROVIDE APPROVED INSULATION DAMS (BAFFLES)
WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING
MEMBERS TO PREVENT VENT HOLES BEING BLOCKED BY
INSULATION.
5. PAINT VENTS TO MATCH TRIM COLOR.
ATTIC VENTILATION CALCULATIONS PER U.B.C. 1505.3
ATTIC AREA : A SQ. FT.
A S.F. X 1/300 x 144 — B SQ. IN.
AREA
AREA #1
AREA #2
A
ATTIC AREA
( UNIT : SQ. IN. )
11162
— — — —
B
CALCULATE REQ'D NET
FREE VENTING AREA:
( UNIT : SQ. IN. )
558
----
PROVIDE NET FREE VENTING
AREA
ATTIC
VENTS (EXISITING)
= 150
— — — —
EAVE VENTS (3 holes)
17 SQ. IN. EACH
17 x 9
= 153
GABLE
12" X
VENT`,
18" = 133 SQ. IN.
133 x 2
= 266
— — — —
TOTAL
PROVIDED
569 SUN.
15/32" CDX PLWD. OR
OSB SHIT'G.
P.I. 32/16 NAIL 8d @ 617
EDGE & 12 FIELD
1326 E. 2ND ST.
RESIDENCE
REMODEL
1326 E. 2ND ST.
Santa Ana, California
DESIGNER: S4---
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN CAPISTRANO, CALIFORNIA 92675
TEL: 949.322.7922
FAX: 949.488.8940
CONTRACTOR:
PROJECT INFORMATION
PROPERTY OWNER: STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1326 E. 2ND ST.
ZONE: R-X
ASSESSORS PARCEL NO: 398-456-08
LEGAL DESCRIPTION: BARLETTS TRACK BLK C LOT 2
LOT SIZE 5625 SQ.FT.
BUILDINGSIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SQ.FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITE COVERAGE
22.7%
SUBMITTAL SET
PLAN CHECK SUBMITTAL NO. 1
PLAN CHECK SUBMITTAL NO. 2
6 OCT 2003
SCALE: JOB NO: 03015
DATE: 10.03.03 DRAWN BY: S.H.
m
SECTION 1 SCALE: 3/8" = 1'41 A OT
1998 CAUFORNIA BUILDING CODE
00LE 23-11-15-11--NAILING SCHEDULE
ms�t to I sill or girder.: toenail
(3)-8d
2 Bn ging o- )ojs 'd t L t oeno end. 0 each
(2)-8d
".1 r X, V.:'(25mm. x 152mm subfloor or less to each joist, face not
(2)-8d
4. wider. than r x, V' (25mm x 152mm) subfloor to each joist face nail
(3} -8d
5* r. (,5 IM.hi) Moor to j6ist or ow
su der, blind and face nail.(2}--16d
joist blocking, typical face nail. Sde plate to"' or
16d at 116" (406nm)oc.
t so 'ote t or blocking, at braced wall panels. k,� p' to jois
(3Y16d per IV' (406mm)
7. Top plate to stud, end nail
(2y 16d
Stud to sole plate.
(+&L toenoill or (2)-16d, end nal.
9. Double studs face nail.
16d at 2*' (6110rwII)oc.
10. Double to p plates; typical face nail.
16d at Zr (40&nm) o.r-
Double top plates, lop splice.
(8)-16d
11., Blocking between. joists or rafters to top plate,, toenail.
(3)-8d
-1Z' Mvp joitst. to top plate, toenail
8d 0 6" (152mm) o.c.
13. Topplates, laps and intersections, face nail.
(2)-16d
14. Contitnuous: headers, two pieces
16d 0 lir (40&nm) oc. along ecch edge
15: Ceiling joists to plate, toenail,
(3)-8d
16. Continuous header to stud, toenail
(4)-8d
17.: ing joists, lops over partition, face noil
(3)-16d
18., Cejtin4 to parallel raftersface nail joists , ,
(3y 16d
19.. Rafters; to plate, toenail
(3)-8d
(25mm) brace. to each stud and plate, face nail
(2)-Od
2L V x W (25mm x 203mm) sheathing or less to each bearing, face nail
(2),8d
22. Wderjhon 1" x 8" (25mm x'203mm) sheathing to each bearing, face nail
'2
(3)-8d
23. Built- u p comer studs
r,23.-
16d 0 24* (610mm) oc..
24
24.,- Built-up girder and beams 20d 0 37' (813mm) o.c. at top and bottom and staggered (2) 20d at ends and at each splice.
25. Z` (�5 Imm) :planks
(2)-16d at each beaming
26, Wood - structural panel's and particleboard:
Subfloor. and wall. sheathing (to froming)-.
I (123mm) and less
6d
19/V1 .. 3A" (15mm - 19mm)
7/8 V (22mrn -- 25mm
8d or 6d
3
8d
11/8". I I/V..(29mm - 32mm)
1W or
'Combination subtloor - Werlayment (to froming)-.
un
and,* IeSs
6d
{ern - 251mm)
8d
i tlo! :11 I/Al (2.9mm 32mm)
1W or 8d
27...'��Panel siding- to fronting)
-.11/7' (11 7mm) and less
6d 6
5/vo (16mm).
8d
28. Fiberboard sheathing..
No. 11 go.
6d. 4
Na 16 go. 9
25/32!' (20mm)
Na 1190
8d 4,
No. 16go.,9
29. paneling
....Interior
/V' (6,Amm)
4d'
(9.5mm)
n>I
6d
'Common or box nails may be used except where otherwise stated.
2 N ,alts- spaced at 6 inches (15-2mm) on center at edges, 12 inches (305mm) at intermediate supports except 6' (152mm) at all supports
where spans are.48 inches,(1210mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls,
refer to Section 2315.3.3 and 2315.4. - Nails for wall sheathing may '. be common, box or casing.
3COmmon'or deformed shank.
4
Common.
5beform6d shank.
"Cordsion-reeistant siding 'or' casing nails conforming to the requirements of Section 2304.3.
Fasteners spacW 3 inches. (76mm) on center at, exterior edges and 6 inches (152mm) on center at intermediate supports.
Corrisi6n .. �resiitant roofingnails with 7/1.6 inch (11mm) head and 1 1/2 inch (38mm) length for 1/2 Bloch (12.7mm) sheathing and
.�"Mch (44mm). length for 25/32 inch (20mm) sheathing conforming to the requirements of Section 230*4
ap les'' with homi length f I in (12 7mm) sheathing. and
Sistant staples'` nal 7/16 inch (1 imm) crown and 1 1/8 inch (29mm) 1 9 or inch -
OC 171;2 (38mm) lertqhtj6��*_ 25/32 (20mm) sheathing conforming 'to the requirements of Section 2304.3.
$10111141 supports of 16 inches (406mm120 inches (305mm) at intermediate supports.
inches.
$6not.'s,upports. at 24 (610mm). Casings or finish nails spaced 6 inches (152mm) on panel edges 12 inches (305mm)
at'. *Orrnediote supports.
NOM
1. Uid.u, ftwing membars at panel edges and bottom plates. Use double too �Pllotm
a_t (wall 12)
In'' tion is -required 0 all 12 shear walls, by the Engineer or the
itect 'of RocbtA if required- by the local 6uDding official.
I .,See a0propridti'sh4a wall tronsfer. details on plans.
4_1Ho iOwns as inditc0ted on'the,,pions to be locatedat each end of each shear panel.
S., Hddowh.i vs, indicated on - plans between floors to be located at each end of each
pa nell to post ow, unless shown otherwise.
or beam W
Ma from the
oil, Noti. ximum allowable load includes. a 25% reduction UBC published values.
7. 11 /V! thick x Z1/41' x 2.7 1/4" plate washer required at all sill plate bolting, and
S.: Bott- holes, for ffoldowns: shall be amcna*mum of 1/16" oversize - Inspector to verify.
down, ei;tors sh all be tightened just prior to covering the wo IL conn en
id. log screws require 2x min. framing, member 10. d s below.
7 1,/ from 'edge of to nals.
lit Marc._panel
EMBEDDE
'ING FOOTI
)LES BY 1C
>OXY. (SIKJ
MPSON ER
N I 9-YA"all 1 [010 191 RM1111k 0 10 10-1
oil] 110
SHEARWALL SCHEDULE BASED ON 1998 C.B.C.
Shear
Roof Floor
Drag
Top Plate
Wall Sheating
Bottom Plate
Holdown
Wall
Diaphragm
Strap
Connector
1/2" CDX w/ 8d @
5/8" DIA. x 10" A.B.
6" O.C. @ edges and '12" in
None
A35S 0 16" O.C.
1/2" CDX w/ 8d's @
0 2'-0" O.C.
None
field P.I. #32/16
6" ® edges and 6" in field.
k elm #]*a
NOTE: PROVIDE 2 1/21" X 2 1/211 X 1/41$ STEEL PLATE
SQUARE WASHERS TYPICAL AT ALL ANCHOR BOLT TO
PLATE.
NOTE: FOUNDATION BOLTS SHALL BE 5/8 INCH MINIMUM
DIAMETER EMBEDDED AT LEAST 7 INCHES INTO THE ON
OR MASONRY FOUNDATION NOT SPACED MORE THAN 6 FEET
APART. (1806.6)
12" WIDE X 12" DEEP CONCRETE FOOTING W/
(1) #4 BAR TOP & BOTTOM.
12" WIDE X 24" DEEP CONCRETE FOOTING W/
(2) #4 BAR TOP & BOTTOM & #3 TIES @ 12" O.C.
NOTE: PROVIDE DIAGONAL BRACING AT ALL NON -SHEAR
WALLS FOR NEW CONSTRUCTION.
FOUNDATION PLAN SCALE: 1/4" V- 011
24" STRAP -
W/ 4x BLKG
24" x 18" CRAWL IN SPACE
W1 CURB. PROVIDE G.I.
SCREEN DOOR
#4 BARS EMBEDDED 9
TO EXISTING FOOTING.
3E 3/4" HOLES BY 1011 LONG
:ILL W/ EPDXY. (SIKA OR
)UAL) SIMPSON EPDXY TIE
r-22.
WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK.
HOLDDOWN HOLDDOWWHOLDDOWN HOLDDOWN
LSTHD LSTHD8 LSTHD8
LSTHD8
J 01-611 ---
L=101--
V17 4X6 HDR.
_ V_6
-/4X6 H
ALL
2x6 C.J1. @ 16" O.C. TYP
DBL F.J. UNDI:. PARALLEL PARTITION
4X6 HDR.
L=10"-5"
HOLDDOWN
LSTHD8
(EPDXY EMBEDDED)
V, FAI, I! 'UP
4X6 HDR.
E. E.
F
in
Lij
00
X
C14
4X4 HDR. 1�
A
kOLDD8DOWN
H
[EPDXY &MBEDDED)
I co
HOLDDOWN
LSTHD8
L=5-
2x6 R.R. @ 16" O.C. TYP
4X6 HDR.
L=71-910
HOLDDOWN HOLDDOWN
LSTHD8 LSTHD8
(EPDXY EMBEDDED) (EPDXY EN
EXISTING FRAMING:
WALLS: 2X4
FLOOR JOISTS: 2X6
CEILING JOISTS: 2X6
ROOF: 2XIS
E.'
E.
I
X
E. E.
- - - - - - - - -
:104 iNTA, 1*] 01
1326 E. 2ND ST.
Santa Ana, California
hid
DESIGNER:
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN GAPISTRANO,CALIFORNIA 92675
TEL: 949.322.7922
FAX: 949.488.8940
PROJECT INFORMATION
PROPERTY OWNER: STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS: 1326 E. 2ND ST.
ZONE: R-X
ASSESSORS PARCEL NO: 398-456-08
LEGAL DESCRIPTION: BARLETTS TRACK BLK C LOT 2
a, A0
W/ 4x BLWG LOT SIZE
5625 SQ.FT.
BUILDING SIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SQ.FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITE COVERAGE
22.7%
SUBMITTAL SET
REVISION DATE
PLAN CHECK SUBMITTAL NO. 1 6 OCT 2003
PLAN CHECK SUBMITTAL NO. 2 10 OCT 2003
RA
ARC141
A C�
OR
E
1 ,
pm
V
fame, a, w.I
Ljj
I FLU
oans� and %100
iz �0 P", 6
00! t, Ir pnal,�,a ('1�31,11
011 35
Out vvtiupar,
a An
VCaOf this pianand 0'
V; A L
ovwaiont
004
Int11I`4
an,
Ewrl
No
-61 te 1
j ot ANY Cjt� 0, nane
M
xCeepted By
I 'I,
A
;: rA%,YTA ANi
- - Clay od
d
ROOF FRAMING PLAN SCALE: 1/4" V- 01-
SCALE: JOB NO: 03015
DATE: 10.09.03 DRAWN BY: S.H.
B.N.
A35's @ 16" O.C.
MAX BORE 40% OF WIDTH
2x4 - (1 3/811 DIA. HOLE)
2x4 STUDS @ 1611 O.C.
2x6 BLOCK 2x6 F.J. @ 16" O.C.
2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS
-WIDTH-
2x6 - (2 1/8" DIA. HOLE)
..
16d @ 8" O.C.
ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO
5/8" MIN.
A35's @ 16" O.C.
4x6
5/8" CDX T&G PLYWOOD GIRDER
AN ADJOINING STUD OR BY OTHER APPROVED MEANS).
EDGE DIST.
2x6 BLOCK
SHEATHING W/ 10d @ 6- O.C. ----
AT EDGES AND 10" O.C. IN
MAX BORE 60% OF WIDTH
FIELD - P.I. 32/16
z
w
ON DBL. STUDS. NO MORE
2x6 F.J. @
B.N.NB. I 16" O.C.
66T EACH SIDE
0 - -
a:
THAN 2 PER DBL. STUD
2X6 M U D SILL W/ 3/16%l X 3 1/211 4X4 POST
POWER DRIVEN PIN W/ 16
0
8 C�'o
2x4 - (2 1/81' DIA. HOLE)
GA. WASHER
A35 EACH SIDE
z 0 0 CN
2x6 - (3 3/16" DIA. HOLE)
R-1 9 BATT.
0
INSUL.
Z
DEPTH (D)
0
0
co
4x6
z
MAX NOTCH 25% OF WIDTH
2x6 P.T. D.F. SILL WITH ,5/8"DIA. z
X 10- ANC. BOLTS @ 72" O.C.
GIRDER
CNI
cq
2X4 - (7/811 DEEP NOTCH)
co
2X6 - (13/811 DEEP NOTCH)
0 01
0
STUD LEFT SHALL BE SOUND
66T
NOTCHES NOT PERMITTED
WITHIN MIDDLE 1/3 SPAN
WOOD, & HAVE NO KNOTS,
04
EA. SIDE N
NOTCHES WITHIN 1/2 BUT BORED HOLES ARE BORED HOLES ALSO
SPAN EACH END PERMITTED PERMITTED
[
BREAKS, SPLITS, EXCESSIVE
SLOPE OF GRAIN, ETC.
0
T#4 BARS
4x4 POST CONCRETE
PIER
8" SQ.
NOTCHING/BORING @
17
NOTCHING/BORING @
13
9
INT. 1�STOREY FTG.
11 1..o 11
5
GIRDER PIER
11.11011
1
FLR. JOISTS
EXT. & BEARING WALLS
2x6 C.J. AT
(4} 16d
---WIDTH- MAX BORE 60% OF WIDTH
16" O.C. 4x10 GIRDER
W1
2X4 - (2 1/811 DIA. HOLE)
APPROVE
HANGERSD JOIST
2x6 RAFTERSPER PLAN
5/8" MIN. 2X6 - (3 3/1611 DIA. HOLE)
SIMPSON
EDGE DIST.
A35 @ 48"
2x6 C.J. AT
O.C.
16" O.C.
8d (&, 6"
O.C.
2x SOLID
I q
+ BLOCKING
MAX NOTCH 40 % OF WIDTH
2x8 JOISTS
2X4 - (1 3/811 DEEP NOTCH)
AT 16" O.C.
2x6 - (2 1/8" DEEP NOTCH)
NOTCHING/13ORING"' @
18
14
10
INT, CEILING JST.
6
EAVE DETAIL
11 1 1.wo 11
2
INT. NON®BEAKG WALLS
11V' HARDWARE CLOTH STAPLED PROVIDE APPROVED D OR BAFFLES
... "I
(DTO
POST PER
PLAN
AT
BACK OF 2X BLOCK -riv
BE
SIMPSON 8d 6"
(�2) (3) 2 1/7' DIA. HOLES (TRUSSES OR RAF1MS)+''T0:- PREVENT
A34 EA. END O.C.
PER BLOCK EAME VENT HOLE FROM BEING BLOCKED
-3 2X EAVE BLOCK (SEE ELEV. BY INSULATION.
E�c — ------
AND SECTION MEW BELOW TRUSSES OR RAFTERS
INLATION (REFER TO ENERGY
-M
CALCULATIONS)
C13
SEE PLAN
2X BLCK`G
0
-21" 2 0
2X4 FULL HIGH
NO BREAK@
CLG LEVEL
5
6
FIREBLOCK
0 A I I
CONCRETE
3
PIER
(2) #4 BARS
EACH WAY
SIMP. HD W/
i °° = e °-a"7
RAKE DETAIL
3
STAB BOLT
2x4 STUDS @ 16' O.C.
12" MIN. C.J.
PLYWOOD WHERE 16d @ 8' O.C.
OCCURS
�
OVERLAP
A35's (cD- 16" O.C.
''i� '�Q
(4) 16d NAILS
2X BLOCKING
3/4" CDX T&G PLYWOOD
2x6 BLOCK SHEATHING W/ 10d 6" O.C.
1
EQ. EQ. EQ. EQ.
2x4 TOP
@
AT EDGES AND 10" O.C. IN
FIELD P.I. 32/16, GLUE.
PLATES
-
B.N.
&TIN
2 I'LLE
2x C.J. AT
16" O.C. (PER
+ + STRUCTURAL
2x6 P.T. D.F. SILL WITH 5/8"
DIA. X 10" ANC. BOLTS (g 72" 2x6 @16" O.C.
O.C. WITHIN 12" OF ENDS R-1 9 BATT.
00 FRAMING PLAN)
B. N. INSUL.
+ +
1.
z
2X4 STUDS @ 16" O.C.
.SECTION ELEVATION
NOTES:
1, SEE GENERAL NOTES AND PLAN SPECIFICATIONS FOR
VENTILATION REQUIREMENTS.
co z
2. EACH BLOCK PROVIDES APPDX. 17 SQ. INCHES OF
#4 BARS
VENTILATION.
3, MINIMUM BLOCK I SIZE 2X4X 14 1/201
4. TYPICAL ATTIC 1 VENT BLOCK AT EVERY THIRD BAY
5. SLOPING CEILING - 1 VENTBLOCK AT.EACH BAY
2C�
EAVE VENT BLOCK
NT5
16
12
INT. CEILING JOISTS
8
EXTs 1 STOREY FTG.
4
@ PAETITION
1326 E. 2ND ST.
RESIDENCE
REMODEL
1326 E. 2ND ST.
Santa Ana, California
h Idl
DESIGNER:
HUDGINS DESIGN
27626 PASEO SONATA
SAN JUAN CAPISTRANO, CALIFORNIA 92675
TEL: 949-322.7922
FAX: 949.488.8940
CONTRACTOR:
PROPERTY OWNER:
STEPHANY HALES-PANLILIO
23052-H ALICIA PRWY., #611
MISSION VIEJO, CA, 92692
TEL: 949.378.2100
PROJECT ADDRESS:
1326 E. 2ND ST.
ZONE:
R-X
ASSESSORS PARCEL NO:
398-456-08
LEGAL DESCRIPTION:
BARLETTS TRACK BLK C LOT 2
LOT SIZE
5625 SQ.FT.
BUILDINGSIZE
EXISTING FLOOR AREA
663 SQ.FT.
EXISTING PORCH AREA
115 SO -FT.
NEW FLOOR AREA
499 SQ.FT.
TOTAL
1277 SQ.FT.
SITE COVERAGE
22.7%
SUBMITTAL SET
REVISION DATE
PLAN CHECK SUBMITTAL NO. 1 6 OCT 2003
PLAN CHECK SUBMITTAL NO. 2 10 OCT 2003
I
SCALE: JOB NO: 03015
DATE: 10.09.03 DRAWN BY: S.H.
Section 150.
Any new low-rise residential building shall meet the following
requirements:
(a) CeilingInsulation. The opaque portions of ceilings separating
conditioned spaces from unconditioned spaces or ambient air shall
_-F �.4-ker - '3 k-10yo-
meet the reaquire-11tw-nis 0I Clml R 1 �1 4- he�l '.
1. Ceilings shall be insulated between framing members with
insulation resulting in an installed thermal resistance of
R-19 or greater for the insulation alone.
ALTERNATIVE to Section 150(a)l.: Insulation which is not
penetrated by framing members may meet an R-value
equivalent to installing R-19 insulation between framing
members and accounting for the thermal effects of framing
members.
2. -The weighted average U-factor of ceilings shall not exceed,
the U-factor that w6uid result from installing R-19
insulations between framing members in the entire ceiling
and accounting for the effects of framing members.
(b) Loose Fill Insulation. When loose fill insulation is installed, the
minimum installed weight per square foot shall conform with the
Insulation manufGcturePs installed design weight per square foot
at the manufacturer's labeled R-value.
Wall Insulation. The opaque portions of frame wells separating
conditioned spaces from unconditioned spaces or ambient air shall
meet the requirements of either 1 or 2 below:
1, Framed walls shall be insulated between framing members
with insulation having an installed thermal resistance of R-13 or
greater. Framed foundation walls of, heated basements or heated
crawl spaces shall be insulated above the adjacent outside ground
line with insulation having an installed thermal resistance of at
least R-1 3.
ALTERNATIVE to Section 150(c)l.: Insulation which is not
penetrated by framing members may meet an R-vacue
equivalent to installing R-13 insulation between framing
members and accounting for the thermal effects of framing
... emnibers.
2. 'The weighted average U-factor of walls shall not exceed the
U-factor that would result from installina R-13 insulation
between framing members and accounting for the effects of
framing members.
Raised Floor Insulation.
Raised floors separating conditioned space from unconditioned
space shall meet the requirements of either 1 or 2 below;
1. Floors shall be insulated between framing members with
insulation 111GVing on installed. thleri-nal resistaince 0`1 R-1130
or greater
2. 'The wveiahted M."Crage U-factor of, floor assemblies shall not
exceed the U-factor that would result from installing R-13
insulation between framing members and accounting for the
efflects of framing r-nernbers.
Alternative to Section 150(d)l. and 2.: Raised floor insulation may
be omitted if the foundation walls are insulated to meet the wall
insulation minimums shown in Tables No. 1-Z1 through 1-Z16, a vapor
barrier is placed over the entire floor of the crawl space, and
"cur ,Its are f*. + 0% fitted w14- nit+ fires ed 11ouvers that arie. le " with
temperature actuated.
00 trtsf atlr sign 9f Fireplace% Decorative Gas Appliances and Gas Loqjs
1. If a masonry or factory -built fireplace is installed, it
shall have the following:
A. Closable metal or glass doors covering the entire
opening of the firebox;
B. A combustion air intake to draw air from the
outside of the building directly into the firebox,
wihi-K ,.. is at least 6-square area and is
equipped with a readily accessible, operable, and
tight -fighting damper or combustion air control
device; an d
EXCEPTION to Section 150(e)l.B: An outside
combustion air intake is not required if the
fireplace will be installed over concrete slab
flooring and the fireplace will not be located on
an exterior wall.
C. A flue damper with a readily accessible control.
,OF_PT1101I to Section 1501-WO.: When a gas log,
log lighter, or decorative gas appliance is
installed in a fireplace, the flue damper shall I be
S
blockeopen if required by the manufact-urel
U, r1`_Ud
installation instruction or the California Mechanical
Code.
2. Continuous burning pilot lights and the use of indoor air
for cooling a firebox jacket, when that indoor air is
vented to the out -side of the building, are prohibited.
If an infiltration barrier is installed to meet the requirements of
Sect -ion 151, it must have an air porosity of less than 5 ft per hour per
square foot per inch of mercury pressure difference when tested in
accordance with the requirements of ASTM E-283-91. If a vapor barrier
functions as an infiltration barrier it shall be located on the conditioned
side of the exterior framing.
(g) Vapor Barriers. In Climate Zones 14 and 16. a vapor barrier shall
be installed on the conditioned space side of all insulation in all
exterior walls, unvented attics, and unvented crawl spaces to
protect insulation from condensation.
If a building has a control ventilation crawl space, a vapor
barrier shall be placed over the earth floor of the crawl space to
reduce moisture entry and protect insulation from condensation, as
specified in the ALTERNATIVE to Section 150(d).
Spoce Coradititoning Equipment
1. Building design heat loss rate and design heat gain rate,
shall be determined using c! method based on any of the
following:
A. The American Society of Heating, Refrigeration, and
Air -Conditioning Engineers (ASHRAE) Handbook and
Product Directory, Equipment Volume (1996), - WAC
Applications Volume (1987). and Fundamentals
Volume (1993), or
B. The Sheet Metal Air Conditioning Contractors
N'Gt*onall Asmsocat`oni (11MACNA) Installation Standards
for Residential Heating and Air Conditioning Systems, or
C, The Air Conditioning Contractors Of America (ACCA)
Manual J.
The design heat loss rate and design heat gain rate are two
of the criteria that shall be used for equipment sizing and
selection.
NOTE to Section 150(h)1.- Heating Systems must meet the
minimum heating capacity required by UBC Section 310.11. The
furnace output capacity and other specifications are
published in the C-om.rnission*s director,- of certified
equipment or other directories approved by the Commission.
2. Design Conditions.
For the purpose of sizing the space conditioning (HVAC)
system, the indoor design temperatures shall be 70 degrees
Fahrenheit for heating and 78 degrees for cooling. The
outdoor design temperatures for heating shall be no lower
that the Winter Median of [Extremes column. The outdoor design,
temperatures for cooling shall be from the 0.5 percent Summer
Design Dry Bulb and the 0,5 percent Wet Bulb columns for cooling,
based on percent -of -year in ASHRAE publication SPCDX: Climate
Data for Region X, Arizona, California, Hawaii and Nevada, 1982,
incorporated herein by reference.
1A
klj Setback Thernnot-Atuts A1111 hea'Ung aril or coollng systi-ents other than
wood stoves shall have an automatic thermostat , with a clock mechanism or
other setback mechanism approved by the Executive Director that shuts the
system off during periods of non-ute and that allows the building occupant
to automatically set back the thermostat set points for at least 2 periods
.within 24 hours.
EXCEPTION to Section 150(i): Gravity gas wall heaters, gravity
floor heaters, gravity room heaters, non -central electric heaters,
room air conditioners, and roorn air conditioner heat pumps need not
comply with this requirement. Additionally, room air conditioner
heat pumps need not comply with Section 112(b). The resulting
in energy use due lto ellimilnotlon V11 '#,the setback, thienmostatt
shall be factored into the compliance analysis in accordance with a
method prescribed by the Executive Director.
Pipe and 'rank Systems
1. Skorane tank invZot
n inn..
V ...- .--_
A. Storage gas water heaters with an energy factor <0.58 shall
be externally wrapped with insulation having an installed thermal
resistance, of R-12 or greater.
B. Unfired hot water tanks, such as storage tanks and backup
storage tanks for solar water heating systems, shall be
externally wrapped with insulation having an installed
thermal resistance of R-12 or greater or have internal
insulation of at least R-1 6 and a label on the exterior of
the tank showing the insulation R-value.
2.
Piping, whether buried or unburied, for recirculating
sections of domestic hot water systems, piping from the
heating source to the storage tank for an indirect -fired
domestic water heating system, cooling 'system. piping below
55 degrees Fahrenheit, and the first five feet of hot and
cold water pipes from the storage tank for non -
recirculating systems shall be thermally insulated in
accordance with Table No, 1-T.
EXCEPTIONS to Section 150(j)2: The following piping does
not have to thermally insulated: (1)factory-installed
piping within space conditioning equipment; (2) piping that
conveys fluids that have a design operating temperature
range between 55 degrees and 105 degrees Fahrenheit.
NOTE to Section 150 6) 2: Where the executive director
approves .a water heater calculation method for a particular
water heating recirculation system, piping insulation. require-
ments shall be those specified in the approved calculation
method.
3.
Insulation Protection. Insulation shall be protected from damage, including that due
to sunlight, moisture, equipment maintenance, and wind including but not limited
to the following:
Insulation exposed to weather shall .be suitable for outdoor service; e.g., protected
by ciluminurn, sheet metal, painted canvos;or plastic cover. Cellular foam
insulation shall be protected as above or pointed with a coating that is water
retardant and provides shielding from solar radiation that can cause degradation
of the material
Insulation covering chilled water piping and refrigerant suction piping located
outside the conditioned space shall include a vapor retardant located outside
the insulation (unless the insulation is inherently vapor retardant), all penetrations
and joints of which shall be sealed.
4.
Solar water heating systems and or collectors shall be
certified by the Solar Rating and Certification
Corporation"
(k) Lighting.
.1
I
t i *
Lu mil flor geneir-al Ilightiing in, kitchens sholl t
M1 $lull I JUY=
lamps with an efficacy of not less than 40 lumens per watt.
General lighting must provide a sufficient light level for basic
kitchen tasks and provide a uniform pattern of illumination.
A luminaire which is the only lighting in a kitchen shall
be considered general righting. General I* hting shall ble-
controlled by the most accessible switches) in the
kitchen.
Additional luminaires to used only for specific decorative
effects need not meet this requirement.
2.
Each room containing a shower or bath tub shall have at
at least one luminaire with lamps with an efficacy of 40
lumens per watt or greater. If there is more than one
luminaire in the room, the high efficacy luminaire shall
be switched at an entrance to the room.
Alternative to Section 150(k)2.: A high -efficacy luminaire
need not be installed in a bathroom if:
A. A luminaire with lamps with an efficacy of 40 lumens
per watt or greater is installed in a utility room, laundry
room, or garage; or
B. All luminaires permanently mounted to the residence
providing outdoor lighting shall be installed with the
following characteristics:
(1) Luminaires with lamps with 40 lumens per watt
or greater, or
(2) Luminaires with lamps with an efficacy of less than
40 lumens per watt shall be equipped with a motion
sensor.
NOTE: When using this alternative for multiple bathrooms, after
I
oorr,pying with Item B above for the first bathroom, each add-
itional bathroom in which a high -efficacy luminaire is not
installed must comply with Item A above alone.
3.
Luminaires installed to meet the 40 lumens per watt
requirements of Section 150(k)l. or 2. shall not contain
medium base incandescent tamp sockets, and shall be on
c .
separate switches from any incandescent lighting.
4�
All incandescent lighting fixtures recessed into insulated
ceilings shall be approved for zero -clearance insulation
cover (I.C.) by Underwriters Laboratories or other
testing/ rating laboratories 'RocognitZed by the
Conference of Building Officials.
Slab Edge Insulation. Material used for slob insulation shall meet
the following minimum specifications:
1,
Water absorption rate no greater than 0.3 percent when
tested in accordance with ASTM-C-271.
2.
Water vapor permeance no greater than 2.0 perm/inch when
tested in accordance with ASTM-E-96-95.
3.
Concrete slab perimeter insulation must be pratected from
physical damage and ultra violet light deterioration.
m Air -distribution System Ducts, Plenums, and Fans.
1.
CMC compliance. All air -distribution system ducts and plenums,
including, but not limited to, mechanical closets and air -handier
boxes shall be installed, sealed and insulated to meet the requirement
of the 1998 CMC Sections 601, 603, 604, and Standard 6-3,
incorporated herein by reference, Portions conveying conditioned air.
shall either be insulated to minimum installed level of R-4.2. (or any
higher level required by CMC Section 604) or be enclosed entirely in
conditioned space. Connections of metal ducts and the 'inner core of
flexible ducts shall be mechanically fastened. Openings shall be sealed
with mastic, tape, aerosol sealant, or other duct -closure system that
meets the applicable requirements of UL 181, UL `181A. or UL 18113.
If mastic or tape is used to seal openings greater than 1/4 inch, the
combination of mastic and either mesh or tape shall be used.
Bulding cavities, support platforms for air handlers, and plenums defined
or constructed with materials other than sealed sheet metal, duct board
or flexible duct shall not be used for conveying conditioned air. Building
cavities and support platforms may contain ducts. Ducts installed in cavities
and support platforms shall not be compressed to cause reductions in the
cross sectional area of the ducts.
2.
Factory -fabricated duct systems.
A. All factory -fabricated duct systems shall comply with UL 181 for ducts
and closure systems, including collars, conneatillons, and splices.
B. All pressure sensitive tapes, heat -activated tapes, and mastics used
in the manufacture of rigid fiberglass ducts shall comply with UL 181.
C. All pressure -sensitive tapes and mastics used with flexible ducts shall
comply with UL 181 or UL 181 B.
D. Joints and seams of ducts systems and their components shall not be
sealed With cloth back rubber adhesive duct tapes unles such 'Lope is
used in combination with mastic and drowbands.
3. Field-fabriated duct systems.
A. Factory -made rigid fiberglass and flexible ducts for field fabricated
ducts ay - O
,sterns shalt corn -ply with. UL 181. All pressum-sensitive tapes,
mastics, aerosol sealants, or other closure systems used for
installing field -fabricated duct systems shall meet the applicable
requit-ements of UL 1188, UL 181A, or UL 181 B.
B. Mastics sealants and mesh.
i. Sealants shall comply with Ul 181, UL 181A. or UL 181B and be non-
toxic and water resistant.
ii. Sealants for interior applications shall pass ASTM tests C 731 (ex-
trudibiffity after aging) and D 2202 (slump test on vertical surfaces), in-
corporated herein by reference.
111. Sealants for exterior applications shall pass ASTM tests C 731, C 732
(artificial weathering test), and D2202, incorporated herein by reference.
iv. Sealants and meshes shalt be rated for exterior use.
C. Pressure -sensitive tape. Pressure sensetive tapes shall comply with UL 181,
UL 181A, Ul 1818.
D. Joints and seams of ducts systems and their components shall .not be,
sealed with cloth back rubber adhesive duct tapes unles such tape is
used in combination with mastic and drawband,§.
E. DFdWi5rJhd9 Used With ?1494bic- ducts.
i. Drawbands shall be either stainless -steel worm -drive hose clamps or
UV resistant: nylon duct tites,
ii. Drowbands shall have a minimum tensile strength ranting of 150 pounds.
iii Drawbands shall be tightened as recommended by the manufacture, -
with an adjustable tensioning tool.
F> Aerosol -sealant closures
i. Aerosol sealants shall meet the applicable requirements of UL 181,
181A, or 1841B and be applied according to mcnufact, u re -1
3 specifi
cations.
ii. Tapes or mastics used in combination with aerosol sealing shall meet
the requirements of this section.
4. All duct insulation product R-values shall be based on insulation only (excluding
air films, vapor barriers, or other duct components) and tested C-values at
75 degree F mean temperature at the installed thickness, in accordance with
ASTM C 518-85 or ASTM C 177-85, incorporated herein by reference, and
certified pursuant to Section 118.
5. The installed thickness of duct insulation used to determine it's R-value shall be
determined as follows:
A. For duct board, duct liner, and factory -made rigid ducts not normally sub-
jected to oompreassrioni the nominal insulation thickness shall be used,
B. For duct wrap, installed thickness shall be assumed to be 75 percent, (25
percent compression) of nominal thickness.
C. For factory -made flexible air ducts, the installed thickness shall be deter-
rnined by dividing the difference between the actual outsideullt
arrie-ter and
nominal inside diameter by two.
6. Insulated flexible duct products installed to meet this requirement must include
labels, in maximum intervals of 3 feet, showing the thermal performance R-value
for the duct insulation itself (excluding air films, vapor barriers, or other duct
-ornponental, based on the tests 1- Seatton 150 t%-..N,2 end the tnstalled thickness
determined 'by Section 150 (m)3C.
7, All fan systems, regardless of volumetric capacity, that exhaust air from the
building to the outside shall be provided with backdraft or automatic dampers
to prevent air leakage.
8. All gravity ventilating systems that serve conditioned space shall be provided with
either automatic or readily accessible, manually operated dampers in all openings
to the outside except combustion inlet and outlet air openings and elevator
shaft vents.
9. Insulation Protection. Insulation shall be protected from damage. including that due
to sunlight, moisture, equipment maintenance, and wind including but not limited
to the following -
Insulation exposed to weather shall be suitable for outdoor service; e.g., protected
by aluminum, sheet metal, painted convas.or plastic cover. Cellular foam
insulation shall be protected as above or pointed with a coating that is water
retardant and provides shielding from solar radiation that can cause degradation
of the material
EXCEPT ON to Section 150 (m) I., The requirements do not apply to ducts and fans
integral to a wood heater or fireplace.
NOTE: Authority cited: Public Resources Code, Section 25218(e), 25402, and 25402.1.
Reference: Public Resources Code, Section 25402.
MANIPATOKY MEASORMS CHEC.Ki-IST: RESIPENTIAL Mr-- IR
NOTE. LoNrlse residential buildings subject to the Standard-, must contain there
measures regardless of the compliance approach used. Items marked with an
asterisk M mag 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 N all parties as
binding
minirnvro cornponant performance s-pec4fications for the m.c1nr_*Story .rna M.W-eq-
whether they are Mown elsewhere in the documents or on the checklist only.
Instructions.. c4wck or initial applicable boxes, when completed or enter WA if not applicable.
DES02.IPTION
Aiding Envolope, Measures:
4 S150(ci). Hirilmurn R,-iq ceiling Insulation.
6150(b). Loose fill Insulation manufacturer's labeled R-Value.
WA
* S150(c). Minimum R-0 wall insulation in wood framed walis
or equivalent 1.1-Value In metal frame walls (doer, not apply
to exterior mass walls).
* si50(d): Minimum R-i3 rd!606 floor 16�Uidti6n in fr;�OM6%6 fioor�
V/
S15al). 51ab ed9s,;- Insulation -water absorption rate no greater
than 0.5%, water vapor transmission rate no greater than
:2.0 permAnch.
N/A
9115- Insulation specified or installed meets insulation quality
standards. indicate type and form.
V/
S116-1-7. Fenestration Products, Exterior Poore, and Infiltration/
Exfiltration Controls
I. Doors and windows between conditioned spaces designed to
limit air leakage.
2. Fenestration products (except flold-faricateci) h.crVe label Kith
certified U-Factor, certified 5HG1C and Infiltration certification.
3. Exterior doom and windows we -other stripped; all lolnb5 and
penetrations caulked and sealed.
V/
S1504-Vapor barriers mandatory in Climate Zones 14 and IC? only.
14/A
S 150(f)-.5pecial Infiltration barrier installed to comply with 8151
meets Commission quality standards.
WA
C350(6)dn5t:allatlon of Fireplaces, Decoratfve 6a5 Appl(anc-ar, and Logs
1. Masonry and factory -built fireplaces hove-
c;XAo%oobIo motc4l or 91ciess door
b.outsicWP air intake with damper and control
r_.r-lue damper and control
2. No continuous bumfrk3 as pilot II his allowed.
V/
Space Condibloning, Water Heating and Plumbing System Measures:
19II0-I5-.H\/AC equipment, water heaters, showerheads and faucets certif led
I
by the Commission.
V/
S15ON&Icat'Ing and/or cooling toads calvulacd in accordance with
V/
A5HRAE, 5MACNA or AC ,A.
6150(0:5etback thermostat on all applicable heating and/or cooling systems.
SI50(P:PIpe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than
0.55 fntj6t i5e Wropl:566 6xtdrr1dfl9 with im6uldtlorl havIing a th6rMal
resistance of R-12 or greater.
2. Fli-st 5 feet of pipes closest to water heater tank, non -recirculating
systems, insulated (R-4 or greater}
5. Back-up tanks for solar system, unfired storage tanks, or other
indlrect hot water tc�,_ he RI-12 exterml InsulaMon or R-Iro
combined internal/external Insulation.
4. All buried or exposed plpIrk3 insulated In recirculating sections
ofhotv4ot.-,r 99starng.
5. Cooling system piping below 55 F insulated.
b. Piping insulated between heating source and Indirect hot water tank.
V/
Sl50frr0.Ducts and Fans
1. All ducts and plemums installed, sealed and Insulated to meet the
requirements of the 1146 cHr, Sections 601, 605,604, and Standard
6-8; ducts insulated to a minimum Installed level of R-4 or enclosed
entirely in r-onditloned spor-o. CJ:>*nlnS& shot! be sealed with
tape, aerosol sealant, or other duct -closure system that meets the
applicable requirements, of UL lal, UL 181A, or UL 015. If mc.;5tir- or tape
15 used to seal openings greater that 1/4 inch, the combination of
mastic, and either mesh or tape shall be used. 5ulldlru3 cavities
sh I oil not to used for corn eying cordit!o",cl air. joints and sea.- of
duct systems and their components, shall not be sealed with cloth back
rubber adhesive duct tapes unless such tape Is used In combination
with mastic and drciwbmd&.
2. Exhaust fan systems have back draft or automatic dampers..
5. &rcr,/lt;9 ventilating a,95t6rne, serving ci.trdrtioned !&Pa0a 1crVa either
automatic or readily accessible, manually operated dampers.
'5114;Pool and Spa Heating 5ptemb and Equipment.
_T
1. 5ystem is certified with 75% thermal efficlencyon-off switch,
weatherproof operating instructions, no electric resistance heating
and no pilot light.
2. 5y5tom Is installed with:
a.At least 5&' of pipe between filter and heater for future
solar heating.
b.Cover for outdoor pools and outdoor spas.
5. Pool system has directional Inlets and a circulation pump rwitch.
M/A
fired central furnaces, pool heaters, spa heaters or household
cooking appliances have no continuously burning pilot light.
(Exception. Non -electrical cooking appliances with pilot < 150 Btu/hr)
V/
Lighting Measures:
9150(k)l -.1-urninaires for general lighting In kitchens shall have lamps with an
efficacy of 40 lumens/watt or greater. This general lighting shall be
controlled bg a switch on a readily accessible lighting control panel at an
entree to 1he
9150(k)2.Rooms with o shower or bathtub must have either at least one
luminaire with lamps with an efficacy of 40 lumens/watt or greater switched
at the entrance to the room or one of the alternatives to this requirement
allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (Insutation
60ver) approved.
Augu!5t, 20011
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR
Project Title .......... Single Fam. Res. Addition Date..09/23/03 11:07:53
Project Address........ 1326 East 2nd Street ---------------------
Santa Ana *V6.01* 1 1
Documentation Author... Stephen C. Lilly CEA ******* I Building Permit # I
Southland Energy Consultants t 1
8592 La Casita I Plan Check / Date I
Fountain Valley, CA 92708 1 1
714-848-3756 I Field Check/ Date 1
Climate Zone........... 08 ----------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-E2ND 2 Wth-CTZ08S92 Program -FORM CF-lR
User4-MP0298 User -Southland knergy Cons-ulta. Run -Existing Plus Addition 1
----------- -----------------------------------------------------
GENERAL 1'11GF=4AT'1'0NN
-------------------
Conditioned Floor Area.....
1162 sf
Building Type ..............
Single Family Detached
Construction Type .........
Existing Plus Addition
Building Front Orientation.
Front Facing 0 deg (N)
Number of Dwelling Units...
1
Number of Stories..........
1
Flo'.. ConstruConstructionType ...
Raised Floor
Glazing Percentage.........
12 % of floor area
Average Glazing U-factor ...
1.05 Btu/hr-sf-F
Average Glazing SHGC .......
0.77
Average Ceiling Height.....
8 ft
BUILDING SHELL INSULATION
Component
-------------------------
Frame Cavity Sheathing
Total Assembly
Type
------------
Type R-value R-value
------- -------- --------
R-value U-factor Location/Comments
------- ------- ------------------------
Wal"
Wood R=G R=O
R=0 0.386
Wall
Wood R-13 R-0
R-13 0.088 Addition Wall
Door
n/a R-0 R-n/a
R-0 0.330
Roof
Wood R-19 R-0
R-19 0.051 Addition
Floor
Wood R-0 R-0
R-0 0.097
Floor
Wood PI-19 p. - 0
R-19 0,037 Add,Crawlspace
FENESTRATION
------------
Over-
Area
U_
Interior
Exterior
hang/
Orientation
--------------------
(sf)
-----
Factor
------
SHGC
------
Shading
---------------
Shading
--------------
Fins
-----
Window
Front
(N)-
56.0
1.190
0.800
Standard
Standard
None
Window
Left
(E)
20.0
1.190
0.800
Standard
Standard
None
Window
Left
(E)
20.0
0.750
0.700
Standard
Standard
None
Window
B ac k
(S)
26.9
0.750
0.700
Standard
Standard
None
Window
Right
(W)
18.0
1.190
0.800
Standard
Standard
None
CERTIFICATE OF COMPLIANCE.- RESIDENTIAL Page 2 CF-lR
Project. Title .......... Single Fam. Res. Addition Date..09/23/03 11:07:53
--------------------------------
MICROPAS6v6.01 File-E2ND2 Wth-CTZ08S92 Program -FORM CF-lR
User#-MP0298 User -Southland Energy Consulta Run -Existing Plus Addition I
-------------------------------------------------------------------------------
HVAC SYSTEMS
------------
Refrigerant Tested
ACCA
Equipment Minimum Charge and Duct Duct Duct
Manual Thermostat
Type Efficiency Airflow Location R-value Leakage D Type
------------ ------------ ------- ----------- ------- -------
Furnace 0.630 AFUE n/a None R-n/a n/a
------ ----------
n/a Setback
NoCooling 10.00 SEER No None R-n/a n/a
n/a Setback
SPE-C-111-A-1. FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
Items in this section should be documented on the
plans,
has insta."Lled to manuz-acturer an(Al CEC specifEil-cations,
and
verified during plan check and field inspection.
This building does not have a cooling system installed.
REMARKS
New Wall Heater: Monterey NV025 .63 EF 25000 BTUH
DHW; My-isting
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-lR
Project Title .......... Single Fam. Res. Addition Date..09/23/03 11:07:53
-------------- - ------------ - --------------------------
MICROPAS6 v6z01 File-E2ND 2 Wth-CTZG8.S92 Program -FOAM CF-IR.
User#-MP0298 User -Southland Energy Consulta Run -Existing Plus Addition
----------------------------- --------------------------------------------------
COMPLIANCE STATEMENT
This Certificate of compliance ii8t8 the buildihq feature8 and perfOrifiat6e
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 btiilt in, M-1-1-tiple orientatior%--
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.... Scott Hudgins Name.... Stephen C. LlilyCEA
Company. Hudgins Design Company. Southland Energy Consultants
Address. 27626 Paseo Sonata Address. 8592 La Casita
San Juan Capistrano CA Fountain Valley, CA 92708
Phone... 949-322-7922 Phone... 714-848-3756
T
Signed.. Signed.
z_ -(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone
Signed..
U
Energy Analys
Stephen C. Lil
r r NR 98-99-623'!
r r R 98_93_203'
a KUL* affl
AdW
4 :.",o
DRAWN
5.CL.
CHECKED
DATE
q/23/03
SCALE
I C
NONE
JO8 NO.
32c15
SHEET
OF SHEETS