HomeMy WebLinkAbout2314 S Warbler Street - PlanPROPOSED PATIO DEMO.& NEW ADDITION PROPOSAL
2314 S. WARBLER ST. SANTA ANA CA. 92704
VICINITY MAP
#55'55/'0601
241,'%6#&&4'55
190'4
.1607/$'4
&1% 01
5%12'1(914-
/#201
&1% 4'( 01
.')#.&'5%4
.#0&75'
BOBBY SYHARATH
408-402-43
132
MM 105/18-20
TR 2041
200301483430
N-TRACT: 2041 BLOCK
163
2314 S. WARBLER ST
SANTA ANA, CA 92704
NEW ADDITION 887 sq. ft.
LOT 132
$.1%-8
5%#.' Ä
0 2.162.#0
5%#.' Ä
' 2.162.#0
.+8+0)#4'#1206 sq. ft.
.16#4'#7080 sq. ft.
0'9#&&+6+10
33'-1"
30'-2"
4'
-
3
"
10
'
-
1
1
"
35'-2"
44'-11"
47'-5"
50'-4"
33'-1"
30'-2"
50'-4"
4'
-
3
"
5'
-
1
1
"
21'-3"
23'-3"
5'
-
6
"
10
'
-
1
1
"
4'
-
3
"
20'-3"
' 5+0).'
(#/+.;
' 5+0).'
(#/+.;
241215'&
%18'42#6+1
' )#4#)'
' )#4#)'
)#4#)'360
2#6+1277
.+8+0)#4'#2093 sq. ft.
)#4#)'360
0'9%18'4#)'
0'9#&&+6+10 887
5*''6.')'0&
IT SHALL BE DUTY OF EVERY LAND SURVEYOR
OR CIVIL ENGINEER TO VERIFIED LOT DIMENSION
AND OTHERS RELATED MATTER RELATED WITH THE LAND
PROJECT LOCATION
#..914-5*#..%10(14/616*'
%$% %4% %2%
%4% %2% %/% %'%
%#'0'4);%1&' %#)4'0
%1&'#0&%+6;14&+0#0%'5
241,'%66'#/
&'/1.+6+10
-THERE IS NOT CENTRAL AIR SYSTEM IN THE HOUSE.
016'
-NEW KITCHEN EXPANSION
WITH A PANTRY ROOM
-NEW MASTER BEDROOM
-NEW MASTER BATHROOM
DEMOLISH COVERED PATIO
-ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS
(CPC 603.5.7)
ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS.
(CPC 603.5.7)
01-A-1
PLOT PLAN
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 1 ENP
BLDG# 101120069
APPROVALS
BLDG- CSG Consultants
PLNG- CSantana
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
' (.1142.#0
5%#.' Ä5%#.' Ä
49'-1"
$'&411/
$'&411/
$'&411/
)#4#)'
.+8+0)4/
$#6*
-+6%*'0
2#6+1
15'-5"1'-10"6'-0"5'-7"20'-3"
15'-5"13'-5"20'-3"
1'
-
7
"
15
'
-
1
"
1'
-
7
"
18
'
-
3
"
61'-1"
19'-9"2'-9"17'-3"2'-8"5'-8"1'-4"9'-4"1'-4"1'-0"
19'-9"3'-9"13'-3"12'-4"12'-0"
2'
-
3
"
4'
-
0
"
2'
-
3
"
8"
3'
-
0
"
3'
-
4
"
5'
-
1
0
"
3'
-
8
"
8'
-
6
"
16
'
-
6
"
43
'
-
3
"
3'
-
0
"
6'
-
0
"
3'
-
5
"
2'
-
0
"
2'
-
5
"
3'
-
2
"
3"
6'
-
0
"
6'
-
4
"
3'
-
0
"
3'
-
3
"
2'
-
1
"
16
'
-
1
0
"
2'
-
4
"
5'
-
6
"
20
'
-
1
1
"
%.%.%.
%.%.
$#6*
01-A-2
(E) FLOOR PLAN
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
0 (.1142.#0
5%#.' Ä5%#.' Ä
' $'&411/
' $'&411/
' $'&411/
' )#4#)'
' .+8+0)4/
0 -+6%*'0
' %.
0 /#56'4
$#6*411/
0 /#56'4
$'&411/
' %.
' $#6*
0
9+%
0
95
0
2#0
48
'
-
3
"
1'
-
3
"
10
'
-
3
"
10
'
-
9
"
4'
-
3
"
14
'
-
0
"
7'
-
8
"
1'
-
0
"
4'
-
0
"
1'
-
3
"
4'
-
0
"
6"
10
"
3'
-
0
"
4"
2'
-
9
"
10
'
-
0
"
1'
-
3
"
74'-0"
4'-3"1'-6"2'-8"3'-0"4'-7"15'-5"13'-5"20'-3"
5'-11"2'-0"4'-4"4'-0"7'-1"
74'-0"
25'-5"25'-1"3'-9"19'-9"
9'-4"2'-6"9'-4"
48
'
-
3
"
18
'
-
3
"
8'
-
6
"
16
'
-
6
"
5'
-
0
"
20'-2"
16'-0"
1
2
4
5
6
7
8
3
4'
-
5
"
1'-0"
8'-11"
5'-5"
1'-10"6'-0"5'-7"
1'
-
7
"
15
'
-
1
"
1'
-
7
"
2'
-
3
"
4'
-
0
"
2'
-
3
"
8"
3'
-
0
"
3'
-
4
"
5'
-
1
0
"
3'
-
8
"
6"3'-0"1'-8"2'-8"13'-3"3'-0"1'-0"
20
'
-
9
"
14
'
-
6
"
11
'
-
0
"
9
A
B
D C
1'-6"
E
F
ISLAND
15
'
-
9
"
EGRESS
WINDOW
LEGEND
ACCESS
24X30
(E) ATTIC
5&
5&
%1
%1
5&
5&
%1
5&
EGRESS
WINDOW
EGRESS
WINDOW
TEMPD GL.
2'
-
0
"
2X8
BLOCK
9+0&195%*'&7.'
7Ä(#%614
1
/#4-5+<'/#6'4+#.5 4'/#4-5
WHITE VINYL48" x 48"
2
3
DUAL GLAZED (RM-3) EGRESS
4
5
6
7
8
9
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
DUAL GLAZED ( MBR)
DUAL GLAZED (KI)
DUAL GLAZED (LR)
DUAL GLAZED (LR)
24" x 24"
36" x 48"
24" x 36"
36" x 36"
30" x 30"
48" x 48"
48" x 48"
36" x 48"
DUAL GLAZED ( MBR)
DUAL GLAZED ( MBR) EGRESS
DUAL GLAZED ( MBR) EGRESS
DUAL GLAZED ( MBR)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
5*)%
0.230.3
-BATHROOMS, WATER CLOSET COMPARTMENTS AND
OTHER SIMILAR ROOMS SHALL BE PROVIDED NATU-
RAL VENTILATION OR WITH MECHANICAL VEMTILATION
CAPABLE OF 50 cfm EXHAUSTED DIRECTLY TO THE
OUTSIDE. (CRC SECTION R303.3)
-CLEARANCES FOR WATER CLOSET TO BE A MINIMUM
OF 24 INCHES IN FRONT, AND 15 INCHES FROM ITS
CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC-
402.5)
2.7/$+0)016'5
(+:674'55*#../''66*'(1..19+0)4'37+4'/'065
a) SHOWER HEADS: 1.8 gpm @ 80 psi
b) LAVATORY FAUCETS : 1.2 gpm @ 60 psi
c) KITCHEN FAUCETS: 1.8 gpm @ 60 psi
d) WATER CLOSET: 1.28 GALLONS PER FLUSH
ACCESS
24X30
(N) ATTIC
5&
%1
%1
%1
5&
(TEMPERED)
TEMPD GL.
TEMPD GL.
TEMPD GL.
TEMPD GL.
TEMPD GL.TEMPD GL.
TEMPD GL.
TEMPD GL.
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
/#6'4+#.5
&1145%*'&7.'
A
/#4-5+<'4'/#4-5
B
2'-6" x 6'-8"
C
D WOOD
E
F 4'-0" X 6' X 8"
WOOD
WOOD
PAN
EX. DOOR KITCHEN TEMPERED
MASTER
SLIDING DOOR
10'-0" X 6'-8"
3'-0" X 6'-8"
2'-8" x 6'-8"
2'-8" x 6'-8"
WOOD
WOOD
ALUM. , GLASS
SLIDING DOOR
BATHROOM
7Ä(#%614 5*)%
0.230.3
01-A-3
(N) FLOOR PLAN
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
10-30-24 ENP2
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
0
' 411(2.#0
/#6%*+0)'.'/'065 ALL ROOF PITCHES, EAVES, FASCIA, SHINGLES, ETC.
DESIGN FEATURES, SHALL MATCH ON THE SAME LOT IN TERMS OF COLOR, TEXT-
)'0'4#.4'37+4'/'065
TURE, SIZE, WIDTH, OVERHANG, ARCHITECTURAL DETAIL/STYLE, TRIM AND ANY
WAINSCOT, SIDING, OR OTHER WALL CLADDING MATERIAL.
016'
USE THIS DRAWING FOR REFERENCE ONLY,
LEGEND
#66+%8'06+.#6+10%#.%7.#6+10
1115 sq. ft./ 150=7.43 sq. ft.
7.43 sq. ft. x 144= 1069.92 sq.
1069.92 sq. in / 2 = 535
535 sq. IN INTAKE
535 sq. IN EXHAUST
EXHAUST
9 PLACES
ROOF LOUVER (TYP.)
PROVIDES 60 sq. in.
OF VENTING EACH
NEW ATTIC AREA: 1115 sq. ft.
GABLE VENT
PROVIDES
OF VENTING
14 in. X 4 in.
GALVANIZED STEEL
2-WAY REVERSIBLE
VENT (8 PLCS.)
PROVIDES 33 sq. in.
OF VENTING EACH
(9 PLCS.)
12X24 (2 PLC.)
144.1 sq. in. each
TOTAL 540 sq. in.
TOTAL 288.2
ESR-1389
CLASS I
ARCHITECTURAL SHINGLES
':*#756411(.178'4
EXHAUST
INLET
+0.'64'8'45+$.'8'06 +0.'6)#$.'8'06
ROOF LOUVERT
INLET
GABLE VENT 2 PLCS. 288.2 sq. ft.
EAVE VENT 8 PLCS. 264 sq. ft.
TOTAL 264 sq. in.
552.2
540 sq. ft.
THE NFA OF THE INTAKE VENT SHOULD BE EQUAL
TO OR GREATER THAN THE NFA OF THE EXHAUST VENT
(E) ROOF
NEW ROOF
FOR STRUCTURAL CONSTRUCTION SEE S-4 & S-5
01-A-4
(E)(N) ROOF PLAN
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
10-30-24 ENP2
2314 S Warbler St
ADDITION12/12/2024
52'%+(+%#6+10
'54Ä
RIU
RIU
01-A-4.1
ROOF
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
SPECIFICATIONS
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
' 9'56'.'8#6+10
5%#.' Ä
' '#56'.'8#6+10
5%#.' Ä
' 5176*'.'8#6+10
5%#.' Ä
' 0146*'.'8#6+10
8'
-
0
"
4"
4'
-
2
"
12
'
-
6
"
8'
-
0
"
4"
3'
-
1
0
"
12
'
-
1
"
8'
-
0
"
4"
4'
-
2
"
12
'
-
6
"
7'
-
8
"
8'
-
0
"
4"
4'
-
2
"
12
'
-
6
"
12
'
-
1
"
5'-10"
4'
-
5
"
7'
-
4
"
2'
-
5
"
4'-6"
4'
-
5
"
6'
-
8
"
6'
-
1
0
"
7'
-
5
"
6'
-
7
"
6'
-
1
1
"
(E) STUCCO
(E) SHINGLES
(E) SHINGLES
(E) STUCCO
(E) STUCCO(E) STUCCO
(E) SHINGLES
(E) SHINGLES
01-A-5
(E) ELEVATIONS
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
0 5176*'.'8#6+10
5%#.' Ä
0 '#56'.'8#6+10
5%#.' Ä
0 0146*'.'8#6+10
8'
-
0
"
10
"
12
'
-
6
"
8'
-
0
"
12
'
-
1
0
"
12
'
-
1
"
2
3
1
8'
-
0
"
10
"
12
'
-
1
0
"
12
'
-
4
"
12
'
-
1
"
12
'
-
6
"
8'
-
0
"
4"
3'
-
1
0
"
12
'
-
1
"
8
7
9
12
'
-
1
0
"
10
'
-
1
1
"
6'
-
8
"
6'
-
8
"
)'0'4#.4'37+4'/'065
/#6%*+0)'.'/'065 ALL ROOF PITCHES, EAVES, FASCIA, WINDOWS, DOORS, AND WALL
DESIGN FEATURES SHALL MATCH ON ALL DUs ON THE SAME LOT IN TERMS OF COLOR, TEXT-
TURE, SIZE, WIDTH, OVERHANG, ARCHITECTURAL DETAIL/STYLE, TRIM AND ANY WAINSCOT, SI-
DING, OR OTHER WALL CLADDING MATERIAL. EACH DU SHALL HAVE AN INDEPENDENT 1" WA-
TER SUPPLY LINE AND WATER HEATER, 3' WIDE CLEAR PATH-OF-TRAVEL TO PUBLIC SIDEWALK,
AND A COVERED ENTRY PORCH (min, 5'x5'). ALL DUs AND LANDSCAPING SHALL BE PROPERLY
MAINTAIN IN AN ACCEPTABLE MANNER. ALL TRASH CARTS ON A LOT(a minimum of 3) SHALL BE
IN A SCREENED STORAGE AREA NOT VIEWABLE FROM THE STREET.
(N) STUCCO
TO BE MATCH
W/EXISTING
(N) STUCCO
TO BE MATCH
W/EXISTING
(N) SHINGLES
TO BE MATCH
W/EXISTING
(N) SHINGLES
TO BE MATCH
W/EXISTING
(N) STUCCO
TO BE MATCH
W/EXISTING
9''25%4''&&'6#+.
0 9'56'.'8#6+10
4 5
6
B
6'
-
8
"
EGRESS
WINDOWS
2'
-
8
"
(N) STUCCO
TO BE MATCH
W/EXISTING
12
'
-
6
"
EGRESS
WINDOWS
WALLS INSULATION
(N) R-13
WALLS INSULATION
(E) R-13
WALLS INSULATION
R-13
WALLS INSULATION
R-13
ROOF ATTICINSULATION
R-30
WEED
SCREED
WEED
SCREED
WEED
SCREED
WEED
SCREED
CEILINGINSULATION
(N) R-30
9+0&195%*'&7.'
7Ä(#%614
1
/#4-5+<'/#6'4+#.5 4'/#4-5
WHITE VINYL48" x 48"
2
3
DUAL GLAZED (RM-3) EGRESS
4
5
6
7
8
9
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
WHITE VINYL
DUAL GLAZED ( MBR)
DUAL GLAZED (KI)
DUAL GLAZED (LR)
DUAL GLAZED (LR)
24" x 24"
36" x 48"
24" x 36"
36" x 36"
30" x 30"
48" x 48"
48" x 48"
36" x 48"
DUAL GLAZED ( MBR)
DUAL GLAZED ( MBR) EGRESS
DUAL GLAZED ( MBR) EGRESS
DUAL GLAZED ( MBR)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
(TEMPERED)
5*)%
0.230.3
(TEMPERED)
/#6'4+#.5
&1145%*'&7.'
A
/#4-5+<'4'/#4-5
B
2'-6" x 6'-8"
C
D WOOD
E
F 4'-0" X 6' X 8"
WOOD
WOOD
PAN
EX. DOOR KITCHEN TEMPERED
MASTER
SLIDING DOOR
10'-0" X 6'-8"
3'-0" X 6'-8"
2'-8" x 6'-8"
2'-8" x 6'-8"
WOOD
WOOD
ALUM. , GLASS
SLIDING DOOR
BATHROOM
ESR-1389
CLASS I
ARCHITECTURAL SHINGLES
ESR-1389
CLASS I
ARCHITECTURAL SHINGLES
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
0.230.3
7Ä(#%614 5*)%
0.230.3
ESR-1389
CLASS I
ARCHITECTURAL SHINGLES
01-A-6
(N)ELEVATIONS
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
10-30-24 ENP2
2314 S Warbler St
ADDITION12/12/2024
/#6'4+#.52'%+(+%#6+10
001
01411/0#/'(.114(+0+5*4'/#4-5
002
M. BEDROOM
003
004
005
006
007
EXISTING CONCRETE
VINYL
BEDROOM 1
HALL
CLOSET
GARAGE
KITCHEN
M. BOTHROOM
VINYL
VINYL
5%#.' Ä
'
0 5'%6+10
5%#.' Ä
'
0 5'%6+10
)#4#)'
005
$'&411/
004
/$'&411/
001
%.15'6
002
*#..
003
/$#6*411/
007
/$'&411/
001
-+6%*'0
006
R-13 INSULATION
5/8" TYPE X
GYPSUM
WALLBOARD
R-30 INSULATION (N) C.J.
(E) C.J.R-30 INSULATION
5/8" TYPE X
GYPSUM
WALLBOARD
(N) STUCCO
(N) R.R.
TO BE MATCH
W/EXISTING
(N) STUCCO
TO BE MATCH
W/EXISTING
(N) STUCCO
TO BE MATCH
W/EXISTING
VINYL
VINYL
VINYL
TYPE: ARCHITECTURAL SHINGLES
MAUFACTURE: OWENS CORNING
UL NUMBER: 790
FIRE RATING: CLASS C OR BETTER
ICC: R902.1
TYPE: ARCHITECTURAL SHINGLES
MAUFACTURE: OWENS CORNING
UL NUMBER: 790
FIRE RATING: CLASS C OR BETTER
ICC: R902.1
8'
-
0
"
12
'
-
1
0
"
8'
-
0
"
12
'
-
1
0
"
01-A-7
SECTIONS
(E)(N) CROSS
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
2314 S Warbler St
ADDITION12/12/2024
5*19'4'0%.1574'
5+&'9#..$#%-9#..
9#6'4%.15'6
$#%-9#..5+&'9#..TEMPERED
GLASS
*'+)*65(14'.'%64+%#.4'%'26#%.'5176.'6559+6*'5
&114$'..$766105+0%.7&+0)*8#%%10641.5
2'
-
8
"
3'
-
4
"
8"
$#6*4/(.1142.#0
REINFORCEMENT
FOR FUTURE GRAB
BAR INSTALLATION
2X8 BLOCKING
%10641.5+&'
2'
-
8
"
3'
-
4
"
11'-9"
3'-0"
4'+0(14%'/'06(14(7674')4#$$#45
%4%4
2X8 BLOCKING
2X8 BLOCKING
0 /#56'4
$#6*411/
2'
-
0
"
BLOCK
50 CFM
EXHAUST
FAN
1'-6"
SHOWER
1'-6"5'-5"
3'
-
5
"
TEMPERED
GLASS
8'-0"2'-8"
1'-6"1'-6"6"4'-11"3'-4"
5'-5"3'-4"
2'
-
8
"
3'
-
4
"
2X8
BLOCKING
2X8
BLOCKING
2'-0"
5'-4"
THE BATHTUB AND SHOWER FLOORS AND WALLS
ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS
AND IN SHOWER COMPARTMENTS SHALL BE FINISHED
WITH A NONABSORBENT SURFACE. SUCH WALL SUR-
CAFE SHALL EXTEND TO A HEIGHT OF NOT LESS THAN
6 FEET ABOVE THE FLOOR. CRC R307.2
48" MAX.
TO TOP OF
SWITSH BOX
4'
-
0
"
2'
-
8
"
3'
-
4
"
8"
%10641.5+&'
SENSOR
SWITCH
A-8
GRAB BAR
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
&'5+)0 $7+.&
REINFORCEMENT
DETAILS
2314 S Warbler St
ADDITION12/12/2024
Structural Observation Report Form
STRUCTURAL OBSERVATION means the visual observation of the structural system, for general
conformance to the approved plans and specifications, at significant construction stages and at
completion of the structural system. Structural observation does not include or waive the responsibility for
the inspections required by Section 110, 1704 or other sections of the Code.
This report includes all construction work through
PROJECT ADDRESS:
Building Permit No.: Structural Observation
performed by:
days of
STRUCTURAL OBSERVER OF
RECORD (SOR):
Observer Professional Lic./Reg.
No.:
, 20 Page No.
Report No. ____________
of
SOR PHONE NO.:
Observer Phone No.:
OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS
PORTION
FOUNDATION
Footing, Stem Walls
Mat Foundation
Caisson, Piles, Grade
Beams
Retaining Foundation
Hillside Special Anchors
Others:
Remarks:
Other:
WALL
Concrete
Masonry
Wood Concrete Moment
Frame
Frame
Masonry Wall
Others:
Others:
FRAMES
Steel Moment
Frame
Steel Braced Frame Steel
Deck
Wood
FLOOR
Concrete
OBSERVED, IF NOT
WHOLE
I DECLARE THAT THE FOLLOWING ARE TRUE TO THE BEST OF MY KNOWLEDGE:
1. I am the engineer or architect retained by the owner to be in responsible charge for
the structural observation in accordance with the requirements of the County of
Orange.
2. I, or another Engineer or Architect who I have designated above and is under my
responsible charge, has performed the required site visits at each significant
construction stage to verify if the structure is in general conformance with
approved plans and specifications;
STAMP OF STRUCTURAL
OBSERVER OF RECORD
SIGNATURE
300 N. Flower Street, Santa Ana, CA 92703
P.O. Box 4048, Santa Ana, CA 92702-4048
Revised 02/2017
DATE
www.ocpublicworks.com
P: 714.667.8888 I F: 714.667.7575
ocpCustomerCare@ocpw.ocgov.com
Special Inspection Program and Designation of
Special Inspectors
SPECIAL INSPECTIONS
(Only checked items are required)
INSPECTION ITEMS
□ Concrete (Design Mix, Form Work, Placement, etc., per table 1705.3)
□ Erection of Pre-Cast Concrete Members
□ Bolts Installed in Concrete
□ Reinforcing Steel and Pre-Stressing Steel Tendons
□ Structural Welding/Rebar Welding
□ High-Strength Bolting/Material Verification
□ Steel Frame Joint Details
□ All Masonry Construction
□ Sprayed Fire-Resistive Materials
□ Shotcrete (Curing Temperature, Design Mix, Placement, Strength
etc. per table 1705.3)
□ Soils (Excavation, Fill, etc. per table 1705.6)
□ Smoke-Control System
□ Driven Piles per Table 1705.7
□ Cast in Place Piles per Table 1705.8
□ Mastic and Intumescent Fire-Resistant Coatings
□ Exterior Insulation and Finish Systems (EIFS)
□ Wood for High-Load Diaphragms
□ Others
□ Others
□ Others
□ Others
DECLARATION BY OWNER OR ARCHITECT/ENGINEER OF RECORD:
I, the □ Owner □ Engineer or □ Architect of record, declare that the above listed Special Inspector(s) is/are hired by me.
SPECIAL INSPECTORS(S)
NAME, PHONE NUMBER, REGISTRATION #
_____________________________
Print Name
_______________________________
Signature
300 N. Flower Street, Santa Ana, CA 92703
P.O. Box 4048, Santa Ana, CA 92702-4048
Revised 10/2015
_____________________
Date
www.ocplanning.net
P:714.667.8888 I F: 714.667.8885
ocpCustomerCare@ocpw.ocgov.com
02-S0.1
GENERAL
NOTES
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
1ST SUBMITTAL 04/23/2024
PLAN CHECK #1 09/24/2024
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
02-S0.2
TYPICAL
DETAILS
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
1ST SUBMITTAL 04/23/2024
PLAN CHECK #1 09/24/2024
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
02-S0.3
TYPICAL
DETAILS
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
1ST SUBMITTAL 04/23/2024
PLAN CHECK #1 09/24/2024
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
1
02-S3.1
2
02-S3.1
1
02-S3.1
1
02-S3.1
1
02-S3.1
3
02-S3.1
1 2 3
A
C
E
7
02-S3.1
7
02-S3.1
1
02-S3.1
3
02-S3.1
8
02-S3.1
B
D
SHEET NOTES
PLAN LEGEND
SHEAR WALL SCHEDULE
02-S1.1
FOUNDATION
PLAN
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
0'4'8'16'2'
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
1ST SUBMITTAL 04/23/2024
PLAN CHECK #1 09/24/2024
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
SHEET NOTES
PLAN LEGEND
SHEAR WALL SCHEDULE
1 2 3
A
C
E
B
D
13
02-S3.1
15A
02-S3.1
14
02-S3.1
8
02-S3.1
12
02-S3.1
16
02-S3.1
14
02-S3.1
11
02-S3.1
16
02-S3.1
15A
02-S3.1
15B
02-S3.1
15A
02-S3.1
13
02-S3.1
13
02-S3.1
3
02-S3.1
3
02-S0.2
02-S2.1
ROOF
FRAMING
PLAN
SCALE: 1/4" = 1'-0"
ROOF FRAMING PLAN
0'4'8'16'2'
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
1ST SUBMITTAL 04/23/2024
PLAN CHECK #1 09/24/2024
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
S-5
DETAILS
SIMPLE
engineering
323-606-3147
GERRY@SIMPLEENGDESIGN.COM
Project Title
2314 S. WARBLER ST.,
SANTA ANA, CA 92704
Drawing Title
Revision Date
Drawing Number
Drawn by Date
Scales
GH 4/13/2024
N.T.S.
NEW ADDITION
REGISTERED PROF E S S IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
02S3.1
2314 S Warbler St
ADDITION12/12/2024
03-C-1
RESIDENTIAL
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
CAL GREEN
2314 S Warbler St
ADDITION12/12/2024
03-C-2
RESIDENTIAL
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
CAL GREEN
2314 S Warbler St
ADDITION12/12/2024
03-T-1
TITLE 24
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
2314 S Warbler St
ADDITION12/12/2024
03-T-2
TITLE-24
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 1 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
GENERAL INFORMATION
01 Project Name Residence Addition
02 Run Title Title 24 Analysis
03 Project Location 2314 S. Warbler Street
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92704 07 Software Version EnergyPro 9.3
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 4
14 Addition Cond. Floor Area (ft2)887 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1206 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)2093 19 Glazing Percentage (%)10.41%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 2 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 22.86 0 21.99 0 0.87
Space Cooling 0 59.47 0 59.01 0 0.46
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 22.86 0 22.86 0 0
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 0 105.19 0 103.86 0 1.33
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.54 0 6.54
Appl. & Cooking 0 18.6 0 18.6
Plug Loads 0 31.17 0 31.17
Outdoor Lighting 0 1.63 0 1.63
TOTAL COMPLIANCE 0 163.13 0 161.8
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 3 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 25.48 25.16 0.32 1.26
Net EUI2 25.48 25.16 0.32 1.26
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Cool roof
•Insulation below roof deck
•New ductwork added is less than 25 ft. in length
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Verified EER/EER2
•Verified Refrigerant Charge
•Duct Sealing required if a duct system component, plenum, or air handling unit is altered
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Residence Addition 2093 1 4 2 0 1
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 4 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Existing 1st floor Conditioned HVAC1 1206 8 DHW Sys 1 Existing Unchanged
1st Floor Addition Conditioned HVAC1 887 8 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
North Wall Existing 1st floor R-0 Wall 0 Back 384 36 90 none Existing No
East Wall Existing 1st floor R-0 Wall 90 Right 192 0 90 none Existing No
South Wall Existing 1st floor R-0 Wall 180 Front 352 24 90 none Existing No
East Wall 2 Existing 1st floor R-0 Wall 90 Right 192 40 90 none Existing No
South Wall 2 1st Floor
Addition R-13 Wall 180 Front 100 0 90 none New n/a
West Wall 1st Floor
Addition R-13 Wall 270 Left 384 107.6 90 none New n/a
South Wall 3 1st Floor
Addition R-13 Wall 180 Front 100 6.2 90 none New n/a
North Wall 2 1st Floor
Addition R-13 Wall 0 Back 200 4 90 none New n/a
Roof Existing 1st floor R-0 Roof Attic n/a n/a 1206 n/a n/a Existing No
Roof 2 1st Floor
Addition R-30 Roof Attic n/a n/a 419 n/a n/a New n/a
Roof 3 1st Floor
Addition
copy of R-30 Roof
Attic n/a n/a 446 n/a n/a New n/a
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 5 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)
Roof
Reflectance
Roof
Emittance
Radiant
Barrier Cool Roof Status Verified Existing
Condition
Attic Existing 1st floor Attic RoofExisting 1st floor Ventilated 0 0.1 0.85 No No Existing No
Attic 1st Floor Addition Attic Roof1st Floor Addition Ventilated 4 0.421098 0.75 Yes Yes New n/a
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
North
Windows Window North Wall Back 0 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA
North
Windows 2 Window North Wall Back 0 1 20 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
South
Windows Window South Wall Front 180 1 12 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
South
Windows 2 Window South Wall Front 180 1 12 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
East
Window Window East Wall 2 Right 90 1 40 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
West
Windows Window West Wall Left 270 1 9 0.3 NFRC 0.23 NFRC Bug Screen New NA
West
Windows 2 Window West Wall Left 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA
West
Windows 3 Window West Wall Left 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA
West Door Window West Wall Left 270 1 66.6 0.3 NFRC 0.23 NFRC Bug Screen New NA
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 6 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
South
Windows 3 Window South Wall 3 Front 180 1 6.2 0.3 NFRC 0.23 NFRC Bug Screen New NA
North
Windows 3 Window North Wall 2 Back 0 1 2 0.3 NFRC 0.23 NFRC Bug Screen New NA
North
Windows 4 Window North Wall 2 Back 0 1 2 0.3 NFRC 0.23 NFRC Bug Screen New NA
SLAB FLOORS
01 02 03 04 05 06 07 08 09 10
Name Zone Area (ft2)Perimeter (ft)
Edge Insul.
R-value and
Depth
Edge Insul.
R-value and
Depth
Carpeted Fraction Heated Status Verified Existing
Condition
Slab-on-Grade Existing 1st floor 1206 111 none 0 80%No Existing No
Slab-on-Grade 2 1st Floor
Addition 887 32 none 0 80%No New n/a
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 7 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofExisting 1st
floor Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic Roof1st Floor
Addition Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-15 None / 0 0.07
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-2.0 insul.
R-0 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.033
Over Ceiling Joists: R-11.2 insul.
Cavity / Frame: R-18.9 / 2x8
Inside Finish: Gypsum Board
copy of R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x10 @ 16 in. O. C.R-30 None / None 0.034
Over Ceiling Joists: R-6.0 insul.
Cavity / Frame: R-24.1 / 2x10
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 8 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Existing
Condition
Existing Water
Heating
System
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater
1 1 n/a None n/a DHW Heater
1 (1)Existing No
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Element
Type
Tank Type # of
Units
Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank Location Status
Verified
Existing
Condition
DHW
Heater 1 Gas Small Storage 1 50 EF 0.7 Btu/Hr 75000 0 76 n/a Existing No
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC1
Heating and
cooling
system other
Heating
Component
1
1
Cooling
Component
1
1 HVAC Fan 1
Air
Distribution
System 1
Setback New No
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 9 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 94 n/a
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 12.9 15 Zonally Controlled Single Speed
Cooling
Component
1-hers-cool
HVAC COOLING - HERS VERIFICATION
01 02 03 04 05 06
Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEERSEER2 Verified Refrigerant Charge
Cooling Component
1-hers-cool Not Required 0 Required Not Required Required
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design Type
Duct Ins.
R-value
Duct
Location Surface Area
Bypass Duct Duct Leakage HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New Ducts
>= 25 ftSuppl
y
Retur
n
Suppl
y
Retur
n
Suppl
y
Retur
n
Air
Distribution
System 1
Unconditio
ned attic
Non-
Verified R-6 R-6 Atti
c
Atti
c n/a n/a No Bypass
Duct
Existing
(not
specified)
Air
Distribution
System
1-hers-dist
Existing +
New No No
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 10 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.35 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-09-17T21:29:56-07:00 (Page 11 of 11)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-09-17 21:30:19
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Atousa Yazdanfar
Energy Compliance Services 09/17/2024
5702 Hersholt Avenue
Lakewood, CA 90712 562-522-4258
EUCLIDES VELASQUEZ P
M.R Design and Build 09/18/2024
1101 E Walnut St.
pasadena, CA 91106 6264851836
424-P010216755A-000-000-0000000-0000 09/18/2024 08:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
2314 S Warbler St
ADDITION12/12/2024
5%#.' Ä
0 (.1142.#0
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RECESSED LIGHT
ARC FAULT CIRCUIT INTERRUPTER
GROUND FAULT CIRCUIT INTERRUPTER
SWITCH
SMOKE DETECTOR
CARBON MONOXIDE ALARM
FAN/LIGHT
CEILING MOUNTED LIGHT
GFCI
AFCI
VACANCY SENSOR SWITCH
'.'%64+%#.)'0'4#.016'5
1. ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, KIT-
CHENS, LAUNDRY, UTILITY ROOMS, WET BAR SINKS ( WITHIN 6' OF THE EDGE OF THE SINK)
SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. [CEC 210.8].
2. ALL BRANCH CIRCUITS SUPPLYING 120V 15-AMPERE AND 20-AMPERE OUTLETS IN FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, LIBRARIES, DENS, BEDROOMS, RECREATION ROOMS
CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-
FAULT CIRCUIT INTERRUPTER (AFCI). [CEC 210.12(B)].
3. NO POINT ALONG THE WALL SHALL BE FURTHER THAN 6 FEET FROM AN OUTLET MEASURED
HORIZONTALLY. [CEC 210.52(A)].
4. COUNTERTOPS 12" OR WIDER IN KITCHENS, PANTRIES, BREAKFAST ROOMS, DINING ROOMS
AND SIMILAR AREAS SHALL HAVE RECEPTACLES INSTALLED SUCH THAT NO POINT ALONG THE
WALL IS MORE THAN 2' FROM A RECEPTACLE. RECEPTACLES OUTLETS SHALL BE LOCATED ABO-
VE BUT NOT MORE THAN 20" ABOVE THE COUNTERTOP AND SHALL BE READY ACCESSIBLE.
[CEC 210.52(C)].
5. IN BATHROOMS, AT LEAST ONE RECEPTACLES SHALL BE INSTALLED WITHIN 3' OF THE OUT-
SIDE EDGE OF EACH BASIN. AT LEAST ONE 20-AMPERE BRANCH SHALL BE PROVIDED TO SU-
PLY BATHROOM RECPTACLE OUTLETS. THE CIRCUIT SHALL HAVE NO OTHER OUTLET. [CEC 210
.11(C)(3)].
6. AT LEAST ONE RECEPTACLE THAT IS SUPPLIED BY ST LEAST ONE ADDITIONAL 20-AMPERE
CIRCUIT SHALL BE INSTALLED FOR THE LAUNDRY. [CEC 210.52(F)]
7. IN CLOSETS, ALL LUMINAIRES SHALL BE SURFACES-MOUNTED INCADESCENT OR LED LUMI-
NAIRES WITH COMPLETELY ENCLOSED LIGHTS, AND SHALL BE INSTALLED SO THAT THE MINI-
MUM CLEARANCE BETWEEN THE LUMINAIRES AND THE NEAREST POINT OF STORAGE SPACE
WILL BE 12". [CEC 410.16].
8. ELECTRICAL BOXES SHALL HAVE DRYWALL, PLASTER, OR PLASTERBOARD SURFACES FINI-
SHED SO THERE WILL BE NO GAPS OR OPEN SPACES GREATER THAN 1/8" AT THE EDGE OF
THE BOX PER CEC 314.21. IN WALLS OR CEILINGS BOXES SHALL BE INSTALLED SO THAT THE
FRONT ADGE OF THE BOX OR PLASTER RING SHALL NOT BE RECESSED MORE THAN 1/4" FROM
NON-COMBUSTIBLE FINISH SURFACE AND SHALL BE FLUSHED WITH A COMBUSTIBLE SURFACE
PER CEC 314.20
9. PERMANENT LIGHTING SHALL COMPLY WITH THE APPLICABLE HIGH EFFICACY REQUIREMENTS
OF THE CALIFORNIA TITLE 24 PART 6 SECTION 150:
- KITCHENS. AT LEAST HALF THE INSTALLED WATTAGE OF LUMINAIRES IN KITCHEN SHALL BE
HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BE SWITCHED SEPARATELY.
- LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS. ALL LUMINAI-
RES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR.
- OTHERS ROOMS. ALL LUMINAIRES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTRO-
LLED BY AN OCCUPANT SENSOR OR DIMMER. CLOSETS THAT ARE LESS THAN 10 SQUARE
FEET ARE EXEMPT FROM THIS REQUIREMENTS.
- OUTDOOR LIGHTING. ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS
ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES OR SHALL BE CONTROLLED BY A
PHOTOCONTROL/MOTION SENSOR COMBINATION.
11. NEW BOXES USED AT LUMINAIRE OR LANPHOLDER OUTLETS IN A CEILING SHALL BE RE-
QUIRED TO SUPPORT A LUMINAIRE WEIGHING A MIN. OF 50 LBS. BOXES USED AT LUMINAIRE
OUTLETS IN WALLS SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE
INTERIOR INDICATING THE MAX. WEIGHT OF THE LUMINAIRE PERMITTED IF OTHER THAN 50
LBS. OUTLET BOXES OR SYSTEMS USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE
LISTED AND MARKED BY THE MANUFACTURER AS SUITABLE FOR THIS PURPOSE. CEC 314.27
12. DRIVEN GROUNDING ELECTRODES SHALL BE STAINLESS STEEL, A MIN. OF 5/8" DIAMETER,
AND A MIN. OF 8' DRIVEN INTO THE SOIL. THE GROUNDING ELECTRODE CONDUCTOR CONNEC-
TOR TO A DRIVEN ELECTRODES SHALL BE LISTED FOR THIS PURPOSE. [CEC 250.70].
13. ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER, CLOTHES WASHER, DRYER, BU-
ILT-IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH 1/4 H.P. MOTOR OR LARGER, SHALL
BE ON A SEPARATE #12 AWG WIRE BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE INS-
TALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT SUPPLIED WITH MINIMUM #12 AWG WIRE
AND A 15 AMP INDICATING-TYPE SWITCH.
14. SMOKE ALARMS ARE REQUIRED OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICI-
NITY OF BEDROOMS, IN EACH ROOM USED FOR SLEEPING PURPOSES, IN EACH STORY INCLU-
DING BASEMENT IN CLOSE PROXIMITY TO STAIRWAYS. ALARMS SHALL BE INTERCONNECTED
SUCH THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. ALARMS SHALL BE
HARD-WIRED WITH BATTERY BACKUP. [CRC R314.3]
15. APPROVED CARBON MONOXIDE ALARMS ARE REQUIRED OUTSIDE EACH SLEEPING AREA
IN THE IMMEDIATE VICINITY OF BEDROOMS AND IN EACH STORY INCLUDING BASEMENT IN
CLOSE PROXIMITY TO STAIRWAYS. ALARMS SHALL BE INTERCONNECTED SUCH THAT THE AC-
TIVATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. ALARMS SHALL BE HARD-WIRED WITH
BATTERY BACKUP. [CRC R315.1]
16. APPOVED COMBINED SMOKE AND CARBON MONOXIDE ALARMS SHALL BE ACCEPTABLE.
17. A MIN. 1" ELECTRICAL CONDUIT SHALL BE INSTALLED FROM THE ELECTRICAL SERVICES PA-
NEL TO AN ACCESSIBLE LOCATION IN THE ATTIC FOR FUTURE ACCESS FOR A PHOTOVOLTAIC
SYSTEM.
BATHROOM EXHAUST FAN
SD
CO
#$$4'8+#6+105
ARC FAULT CIRCUIT INTERRUPTER
GROUND FAULT CIRCUIT INTERRUPTER
SWITCH
SMOKE DETECTOR
CARBON MONOXIDE ALARM
GFCI
AFCI
VACANCY SENSOR SWITCH
S
WS
PAN
WORK STATION
PANTRY
WIC WALK IN CLOSET
MB MASTER BATHROOM
CL CLOSET
E EXISTING
+5.#0&
MIN. 50 CFM
EXHAUST
FAN
'0'4);%1&'4'37+4'/'065
$7+.&+0)'0'4);'((+%+'0%;56#0&5
C%'P%
U
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$7+.&+0)'0'4);'((+%+'0%;56#0&5
Ä)
(146*'-+6%*'0*11&2.'#5'2418+&'#4#0)'*11&+0%1/2.+#0%'
9+6*6*'6#$.'$'.19
(+:674'55*#../''66*'(1..19+0)4'37+4'/'065
(20) -CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH TWO UNGROUNDED
(HOT) CONDUCTORS MUST USE A TWO-POLE CIRCUIT BREAKER OR AN IDENTIFIED
HANDLE TIE. (CEC 210.4(B)) GROUP NONCABLE CIRCUITS IN PANEL (CEC 210.4(D))
(21) -THE RECEPTACLES OUTLETS THAT SERVE KITCHEN COUNTER TOPS, DINING ROOM,
BREAKFAST AREA, AND PANTRY, MUST HAVE A MIN OF 2 DEDICATED 20-AMP CIR-
CUITS. (CEC 210.52 (B)(1)).
(27) -PROVIDE 20-amp RECEPTACLE CIRCUIT FOR LAUNDRY AREA (CEC 210.11(C) (2)0.
(28) -PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. (CAL ENERGY CODE
150.0 (N) 1 A.)
(25)- THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE LOCATED SO THAT
NO POINT ON ANY WALL, FIXED GLASS, OR CABINETS IS OVER 6 FEET FROM A RECEP-
TACLE. (CEC 210.52(A)(1))
A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE HOUSE
B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS
MUST BE CONTROLLED BY A HUMIDITY CONTROL.
I. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVELY HUMI-
DITY RANGE OF LESS OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL
MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.
II. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS
NOT REQUIRED TO BE INTEGRAL (i.e.built-in).
':*#756(#0016'
(MINIMUM 50 CFM)
5&
5&
%1
%1
5&
5&
5&
5&
%1
%1
%1
ALL RECEPTACLES FOR
KITCHEN COUNTER TOP
INCLUDING ISLAND TO BE
GFCI
05-E-1
ELECTRICAL PLAN
SHEETSOF
CHECKED BY:
DATE:
DRAWN BY:
JOB NO:
SCALE:
SHEET NO.:
9-17-24 ENP1
10-30-24 ENP2
2314 S Warbler St
ADDITION12/12/2024
Structural Engineering Calculations
for
Addition to Single Family Residence
2314 S. Warbler Street
Santa Ana, California 92704
Prepared for :
M R Design & Build
Pasadena, CA
Prepared by:
SIMPLE | ENGINEERING LLC
Gerardo Hernandez, P.E.
gerry @simpleengdesign.com
(323) 606-3147
09/24/2024 1
REGISTERED PROF E SS IONAL ENGINEER
STATE OF CA L IFORNIA
G
ERARDO H ERNANDE
Z
NO. 78115
C I V I L
9/ 30 / 2025
2314 S Warbler St
ADDITION12/12/2024
TABLE OF CONTENTS
➢ Description of Scope of Work
➢ Design Criteria
➢ Seismic Weight
➢ Lateral Analysis
○ Seismic Base Shear
○ Wind Analysis
○ Seismic Shear Force Distribution
○ Shear Walls, Holdown and Drag Struts
○ Diaphragm
➢ Gravity Design
○ Roof and Ceiling Loads
○ Roof Framing
○ Foundation
SIMPLE | ENGINEERING 2
2314 S Warbler St
ADDITION12/12/2024
Description of Scope of Work
The scope of work consists of a new master bedroom addition and
kitchen addition to an existing single-story home.
The design of the new structure will consider the following load carrying
systems.
Vertical Load Carrying System
The roof framing is to be constructed of conventional wood framing with
plywood roof sheathing spanning over wood roof joists. Wood posts and
wood framed walls provide vertical support.
Lateral Load Resisting System
The lateral load resisting system for the building consists of flexible
plywood roof diaphragms that transfer lateral wind and seismic forces to
load-bearing wood frame shear walls that are sheathed with
plaster/stucco, gypsum wallboard and plywood panels.
Foundation System
The foundation system consists of a concrete slab-on-grade foundation
system with perimeter continuous concrete wall footings and isolated pad
footings.
SIMPLE | ENGINEERING 3
2314 S Warbler St
ADDITION12/12/2024
Design Criteria
Design Codes: 2022 California Building Code; 2022 CRC; ASCE 7-16
Timber : Douglas Fir-Larch (DF-L), WWPA or WCLIB
2x Wall Framing: DF-L #2 (unless noted otherwise)
2x4 and Larger : DF-L #2 (Rafters & Joists)
4x6 and Larger : DF-L #2 (Horizontal & Vertical)
6x6 and Larger : DF-L #1 (Beams & Stringer)
Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF)
Cantilevers: Grade 24F-V8 (DF/DF)
Sheathing: APA-Rated Sheathing, Exposure 1, Plywood or OSB (u.n.o)
Engineered Framing: LVL, PSL 2.0E Microllam, 2.0E Parallam ICBO ER-4979
Concrete: Compressive Strength @ 28 days per ACI-318 Specs.
(ACI-318 Standards) Foundation: f’c = 2,500 psi
Reinforcement Steel: #4 & Larger : ASTM A615-60 (Fy = 60 ksi)
(CRSI Standards) #3 & Smaller: ASTM A615-40 (Fy = 40 ksi)
Structural Steel: “W” Shapes: ASTM A992, Fy = 50-65 ksi
(AISC Standards) Plates, Angles,: ASTM A36, Fy = 36 ksi
Tube Shapes: ASTM A500, Grade B, Fy = 46 ksi
Pipe Shapes: ASTM A53, Grade B, Fy = 35 ksi
Welding Electrodes: Structural Steel: E70-T6
(AWSS Standards) A615-60 Rebar : E90 Series
AWS-E70XX (½ Stresses Non Continuous Inspection)
Bolts: Sill Plate Anchor Bolts & Threaded Rods: A307 Min.
Steel Moment & Braced Frames: A325, u.n.o
Masonry: Hollow Concrete Units (CMU, Concrete Block)
(ASTMC-90 Standards) Partially Grouted: F’m=1,350 psi; f’m = 225 psi
Fully Grouted: F’m=1,500 psi; f’m = 250 psi
Type S Mortar, Type N Units, 2,000 psi Grout
Soils: Allowable Soil Bearing Pressure: 1,500psf
(No Soils Report)
Framing Connectors: All Framing Connectors to be “Simpson Strong-Tie”
SIMPLE | ENGINEERING 4
2314 S Warbler St
ADDITION12/12/2024
ASCE Hazards Report
Address:
2314 S Warbler St
Santa Ana, California
92704
Standard:ASCE/SEI 7-16 Latitude:33.715923
Risk Category:II Longitude:-117.903262
Soil Class:D - Default (see
Section 11.4.3)
Elevation:45.36222743256236 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Sat Apr 13 2024
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Page 1 of 3https://ascehazardtool.org/Sat Apr 13 2024
5
2314 S Warbler St
ADDITION12/12/2024
SS : 1.299
S1 : 0.465
F a : 1.2
F v : N/A
SMS : 1.559
SM1 : N/A
SDS : 1.04
SD1 : N/A
T L : 8
PGA : 0.556
PGA M : 0.667
F PGA : 1.2
Ie : 1
C v : 1.36
Seismic
Site Soil Class:
Results:
Data Accessed:
Date Source:
D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.
Sat Apr 13 2024
Page 2 of 3https://ascehazardtool.org/Sat Apr 13 2024
6
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Project:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704
Description:New Kitchen & Master Bedroom Addition By:G. Hernandez
General:
Building Code: California Building Code, 2022 Edition
Risk Category: II
Wind Criteria:
Analysis Procedure: ASCE 7-16, Enclosed Simple Diaphragm Low Rise Building
Wind Speed (mph): 95
Wind Exposure: C
Seismic Criteria:
Analysis Procedure: ASCE 7-16, Equivalent Lateral Force Procedure
Site Class: D - Default
Seismic Importance Factor, I E:1.0
SS =1.299 S1 =0.465
SDS =1.04 SD1 =0.569
Seismic Design Category: D
Seismic Force Resisting System: Bearing Wall System, R= 6.5
Light-frame (wood walls) sheathed w/ wood structural panels
R = 6.5
Ωo =2.5
Cd = 4.0
Materials:
Masonry
ASTM C-90 Grade "N"
f'm =1500 psi
Mortar =1800 psi
Grout =2000 psi
Concrete
F'c=2500 psi for Slab-on-Grade & Footing
Reinforce Steel
ASTM A615 GR60 & GR40
f'y =60 ksi
Foundation System:
Allowable Soil Bearing Pressure
F p =1500 psf
No Soils Report
Live Load:
Roof Live Load: 20 psf
Floor Live Load: 40 psf
Deck Live Load: 60 psf
Mapped Spectral Response
Accelerations:
Design Criteria
7
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Project:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704
Description:Seismic Weights By:G. Hernandez
Roof Load
Dead Load:
Load
6.0
1.5
4.8
3.0
0.5
2.2
Total 18.0 psf
Weight of roof
18.0 psf
1,761 sq ft
31663 lb 31.7 kips
Exterior Wall Dead Load:
Load
16.0
Total 16.0 psf
94.0 ft
50.0 ft
4.00 ft
9216 lb 9.2 kips
Interior Wall Dead Load:
Load
8.0
Total 8.0 psf
22.0 ft
38.0 ft
4.0 ft
1920 lb 1.9 kips
Total Weight
Roof 31663 lb 31.7 kips
Exterior Walls 9216 lb 9.2 kips
Interior Walls 1920 lb 1.9 kips
Total Weight 42799 lb 42.8 kips
Single-Story Addition
Gypsum ceiling board
Item
Item
Asphalt shingles
1/2" plywood sheathing
Roof framing
Insulation
2x4 studs @ 16" o.c., 1/2"
gypsum each side, insulation
2x4 studs @ 16" o.c., 5/8"
gypsum, insulation, stucco
Item
D = dead load
New & Trib. Roof Area
Total weight
Ceiling framing
Length of east-west walls
Tributary wall height
Total Interior Wall Dead Load =
Length of north-south walls
Length of east-west walls
Tributary wall height
Total Exterior Wall Dead Load =
Length of north-south walls
8
2314 S Warbler St
ADDITION12/12/2024
ASCE 7-16 Seismic Base Shear
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:Seismic Base Shear Analysis
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Risk Category
ASCE 7-16, Page 4, Table 1.5-1
Calculations per ASCE 7-16
"II" : All Buildings and other structures except those listed as Category
I, III, and IV
Risk Category of Building or Other Structure :
Seismic Importance Factor =1 ASCE 7-16, Page 5, Table 1.5-2
Specific Description: Single Story Addition : 2314 S. Warbler Street, Santa Ana, CA 92704
USER DEFINED Ground Motion ASCE 7-16 11.4.2
Max. Ground Motions, 5% Damping :
S =1.299
Longitude =0.000 deg West
S
Latitude =0.000
g, 0.2 sec response
deg North
S 0.46501 g, 1.0 sec response=
For the closest datapoint grid location . . .
Site Class, Site Coeff. and Design Category
Classification:ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D
Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2
(using straight-line interpolation from table values)
Fa =1.20
Fv =1.84
Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.559=MS
S = Fv * S1 =0.853M1 ASCE 7-16 Eq. 11.4-2
Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =1.039DSMS
=0.569 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1M1
Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D
(By Default per 11.4.3)
Resisting System ASCE 7-16 Table 12.2-1
Basic Seismic Force Resisting System . . .Bearing Wall Systems
15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance.
NOTE! See ASCE 7-16 for all applicable footnotes.
Building height Limits :Response Modification Coefficient " R "=6.50
Category "A & B" Limit:No LimitSystem Overstrength Factor " Wo "=2.50 Category "C" Limit:No LimitDeflection Amplification Factor " Cd "=4.00 Category "D" Limit:Limit = 65
Category "E" Limit:Limit = 65
Category "F" Limit:Limit = 65
Lateral Force Procedure ASCE 7-16 Section 12.8.2
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8
Use ASCE 12.8-7Determine Building Period
Structure Type for Building Period Calculation :All Other Structural Systems
" Ct " value 0.020=
" x " value
" hn " : Height from base to highest level =12.50 ft
" Ta " Approximate fundemental period using Eq. 12.8-7 :
8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec
Ta = Ct * (hn ^ x) =0.133
0.75
sec
=
Building Period " Ta " Calculated from Approximate Method selected=0.133
" Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1
S : Short Period Design Spectral Response 1.039
" R " : Response Modification Factor 6.50
" I " : Seismic Importance Factor =1
0.160From Eq. 12.8-2, Preliminary Cs =
0.658From Eq. 12.8-3 & 12.8-4 , Cs need not exceed=
From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.046
DS
=Cs : Seismic Response Coefficient =0.1599
=
=
9
2314 S Warbler St
ADDITION12/12/2024
ASCE 7-16 Seismic Base Shear
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:Seismic Base Shear Analysis
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Seismic Base Shear ASCE 7-16 Section 12.8.1
W ( see Sum Wi below ) =42.80 kCs =0.1599 from 12.8.1.1
Seismic Base Shear V = Cs * W =6.84 k
Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3
" k " : hx exponent based on Ta =1.00
Table of building Weights by Floor Level...
Wi : Weight Hi : Height (Wi * Hi^k)Cvx Fx=Cvx * V Sum Story Shear Sum Story MomentLevel #
2 42.80 8.00 342.40 1.0000 6.84 6.84 0.00
1 0.00 0.00 0.00 0.0000 0.00 6.84 54.74
Sum Wi =42.80 k Total Base Shear =6.84 k
Base Moment =
342.40 k-ftSum Wi * Hi =
54.7 k-ft
Diaphragm Forces : Seismic Design Category "B" to "F"ASCE 7-16 12.10.1.1
Level #Wi Fi Fpx : MaxFpx : CalcdSum Fi Sum Wi Fpx Dsgn. ForceFpx : Min
2 42.80 6.84 6.84 42.80 6.84 8.90 17.79 8.90 8.90
1 0.00 0.00 6.84 42.80 0.00 0.00 0.00 0.00 0.00
Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Weight at level of diaphragm and other structure elements attached to it.
Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Design Lateral Force applied at the level.
Sum Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sum of "Lat. Force" of current level plus all levels above
0.20 * S * I * WpxMIN Req'd Force @ Level . . . . . . . . . .DS
DSMAX Req'd Force @ Level . . . . . . . . . .0.40 * S * I * Wpx
Fpx : Design Force @ Level . . . . . . . . . .Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
10
2314 S Warbler St
ADDITION12/12/2024
ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:Single Story Addition : 2314 S. Warbler Street, Santa Ana, CA 92704
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Calculations per ASCE 7-16General Design Values
95.0
Roof Rise:Run Ratio 2:12
Exposure C
12.50
16.0
10.0
Flat/Hip/Gable Roof
psf
Topographic Factor Kzt per 26.8 1.00
LHD : Least Horizontal Dimension ft
a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))3.00 ft
Effective Wind Area of Component & Cladding
V : Basic Wind Speed per Sect 26.5-1 or 2 mph
Roof pitch for cladding pressure
ft^2
Occupancy per Table 1.5-1 II All Buildings and other structures except those listed
Exposure Category per 26.7
MRH : Mean Roof Height ft
Lambda MWFRS: per Figure 26.5-1 1.21
User specified minimum design pressure
1.21Lambda Component & Cladding : per Figure 30.4-1
Main Force Resisting System Values Component & Cladding Values
Design Wind Pressures
Horizontal Pressures . . .
Zone: A =19.48 psf Zone: C =16.00 psf
Zone: B =-16.00 psf Zone: D =-16.00 psf
Vertical Pressures . . .
Zone: E =-20.81 psf Zone: G =-16.00 psf
Zone: F =-16.00 psf Zone: H =-16.00 psf
Overhangs . . .
Zone: Eoh =-29.16 psf Zone: Goh =-22.75 psf
ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall
not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf,
while assuming ps for Zones E, F, G, and H are equal to 0 psf.
Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.4-1Component & Cladding Design Wind Pressures
Zone 1
Positive
16.000 psf
Negative
-31.339
psf
Zone 2 16.000 psf-41.261
psf
Zone 3 16.000
psf
-56.265
psf
Wall Zone 4 :19.602 -21.296 psf
Wall Zone 5 :19.602 psf-26.257
psf
-38.236
psf
-53.240psf
Roof Pressures Negative
psf
Wall Pressures
Overhang Pressures
Zone 3e
Zone 3r
Zone 2e
Zone 2n
Zone 2r
Zone 1'psf
psf
psf
psf
psf
psf
psf
psf
Zone 1
Zone 2
Zone 3
Zone 3e
Zone 3r
Zone 2e
Zone 2n
Zone 2r
Zone 1'16.000 -18.029
******
******
******
******
'*** : There is no value in Figure 30.4-1 Tabular Values
******
-28.314
-28.314
***
***
***
***
***
11
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Project:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704
Description:Seismic vs Wind Analysis By:G. Hernandez
=II
=1
=33.715 North
Site Longitude =-117.903 West
Mapped MCER Acceleration Parameters:SS =1.299 g
(USGS Design Maps Summary Report)S1 =0.465 g
Spectral Response Acceleration Parameters: SDS =1.04 g
(USGS Design Maps Summary Report)SD1 = 0.569 g
Site Class: =D
Basic Seismic Force Resisting System:=
Response Modification Coefficient, R:=6.5
System Overstrength Factor, ΩO =2.5
Deflection Amplification Factor, CD =4
Seismic Design Category, SDC:=D
Redundancy Factor, ρ =1.3
TS =SD1/SDS =0.547 sec
hn =12.5 feet
Ta = 0.02hn
0.75 = 0.133 sec
V=CS * W ASCE 7 (12.8-2)
SDS =1.04
R =6.5
Seismic Base Shear, V
Single-Story Addition
Seismic
Seismic Occupancy Category:
Occupancy Importance Factor (Ie)
Site Latitude
Light Frame walls w/
wood structural shear
panels
(per ASCE 7 Section 12.3.4.2)
Seismic Deisgn Parameters obtained from : https://earthquake.usgs.gov/designmaps/us/application.php
Equivalent Lateral Force Procedure:
Fundamental Period of Structure, T:
Since Ta <Ts, therefore Seismic Response Coefficient, CS 𝑪_𝑺= 𝑺_𝑫𝑺/(𝑹⁄𝑰)
12
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Ie =1
ρ =1.3
CS =0.1600
CS, min = 0.044S DSIe =0.046
if S1 <0.6 CS, min = 0.5S1/(R/Ie) =0.036
CS =0.160
WDL =42.80 kips
V =6848 lbs
6.85 kips
V*ρ =8.90 kips
FX =CVX * V
k = 1.00
Level wx (kips)hx (ft)wxhx
k CVX
Roof 42.8 8.0 342.4 1.00
Foundation 0.0 0.0 0.0 0.00
∑42.8 342.4 1.00
Roof 1.00 8.90 8.90 71.22
8.90
Foundation 0.00 8.90 0.00 0.00
8.90
∑1.00 8.90 17.80 71.22
OTM (k-ft)
Lateral Sesimic Force, Fx
ASCE 7 Eq. (12.8-11)
k = 1.0 for T≤ 0.5 sec
k=0.75 + 0.5T for 0.5 sec < T < 2.5 sec
ASCE 7 (12.8-12)
Level CVX
Base Shear,
VX (kips)
Story Force,
FX (kips)
Story Shear, Vx
(kips)
𝑪_𝑽𝑿= ∑▒(𝒘_𝒙𝒉_𝒙^𝒌)/(𝒘_𝒙𝒉_𝒊^𝒌)
13
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Risk Category (ASCE 7 Table 1.5-1)=II
=95 mph
=C
1.0
Zone A =19.5
Zone C =16.0
1.00
ASD Modification factor 1.0
λKztIps30 19.5 psf
=12.50 ft
=8.00 ft
=10.25 ft
0.4h mean =4.10 ft
=25.00 ft
0.1b =2.50 ft
End zone dimension:
=2.50 ft
=5.00 ft
=19.10 °
=0.00 ft
=8.00 ft
=4.50 ft
=49.00 ft
=47.00 ft
=27.00 ft
=25.00 ft
Wind Pressure, PS =
Wind Analysis
Main Wind-Force Resisting System (MWFRS)
Per ASCE 7-16 Section 28.5 Enclosed Simple Diaphragm Low Rise buildings
Basic Wind Speed (V) (ASCE 7 Figure 26.5-1A)
Exposure Category (ASCE 7 Section 26.7)
Topographic Factor (Kzt) (ASCE 7 Section 26.8-1/2)
Simplified Design Wind pressure (ps30)End Zone
Interior Zone
Adjusted factor for building height and Exposure (λ)
Height of First Floor (hf)
Per ASCE Section 28.4.4, The wind load to be used in the design of the MWFRS for an
enclosed or partially enclosed building shall not be less than 16 psf
OK
Building Geometry
Total Height of the Building
Total Eave Height
Mean Roof Height, hmean
Least horizontal building dimension (b)
a = lesser of 0.4hmean or 0.1b
Length of end zone = 2a
Slope of Roof (Rslope)
Height of Second Floor (hr)
Height of Gable Roof (hgable)
Roof Length (LR)
Floor Length (LF)
Roof Width (WR)
Floor Width (WF)
14
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Htrib.,roof =4.5 ft
wend =87.8 lb/ft
wint =72.0 lb/ft
=3607 lb
=1839 lb
Summing forces:
=1768 lb
=72 lb/ft
=3528 lb
=1764 lb
Rr =1768 lbs
1.768 kips
Htrib.,roof =4.5 ft
wend =87.8 lb/ft
wint =72.0 lb/ft
=2023 lb
=1043 lb
Summing forces:
=979 lb
=72 lb/ft
=1944 lb
Load to Diaphragms
Transverse Direction
Roof Level
Check min load to roof diaphragm based on ps = 16 psf throughout Zones A and C
Therefore, Reaction due to wind load to roof diaphragm:
Longitudinal Direction
Roof Level
Check minimum load to roof diaphragm based on ps = 16 psf throughout Zones A and C
{(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚𝒉𝒆𝒊𝒈𝒉𝒕𝒕𝒐@𝒓𝒐𝒐𝒇𝒅𝒊𝒂𝒑𝒉𝒓𝒂𝒈𝒎)}= {(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚𝒘𝒂𝒍𝒍𝒉𝒆𝒊𝒈𝒉𝒕@ 𝒃𝒆𝒍𝒐𝒘𝒓𝒐𝒐𝒇)}+ {(𝑯𝒆𝒊𝒈𝒉𝒕𝒐𝒇@𝒈𝒂𝒃𝒍𝒆𝒓𝒐𝒐𝒇)}
𝑾_𝒓= 𝒘_𝒆𝒏𝒅(𝟐𝒂)+ 𝒘_𝒊𝒏𝒕(𝑳−𝟐𝒂)
𝑹_𝒓𝑨= 𝒘_𝒆𝒏𝒅(𝟐𝒂)(𝑳−𝒂)(𝟏/𝑳)+ 𝒘_𝒊𝒏𝒕(𝑳−𝟐𝒂)(𝑳/𝟐−𝐚)(𝟏/𝑳)
𝑹_𝒓𝑩= 𝑾_(𝒓)− 𝑹_𝒓𝑨
𝒘_𝒎𝒊𝒏= 𝒑_𝒔(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚 𝑯𝒆𝒊𝒈𝒉𝒕 𝒕𝒐 𝑹𝒐𝒐𝒇𝑫𝒊𝒂𝒑𝒉𝒓𝒂𝒈𝒎)
𝑾_𝒎𝒊𝒏= 𝒘_𝒎𝒊𝒏(𝑳)
𝑹_𝒓𝑨= 𝑹_𝒓𝑩=(𝟏/𝟐)𝑾_𝒎𝒊𝒏
{(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚𝒉𝒆𝒊𝒈𝒉𝒕𝒕𝒐@𝒓𝒐𝒐𝒇𝒅𝒊𝒂𝒑𝒉𝒓𝒂𝒈𝒎)}= {(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚𝒘𝒂𝒍𝒍𝒉𝒆𝒊𝒈𝒉𝒕@ 𝒃𝒆𝒍𝒐𝒘𝒓𝒐𝒐𝒇)}+ {(𝑯𝒆𝒊𝒈𝒉𝒕𝒐𝒇@𝒈𝒂𝒃𝒍𝒆𝒓𝒐𝒐𝒇)}
𝑾_𝒓= 𝒘_𝒆𝒏𝒅(𝟐𝒂)+ 𝒘_𝒊𝒏𝒕(𝑾_𝑹−𝟐𝒂)
𝑹_𝒓𝑨= 𝒘_𝒆𝒏𝒅(𝟐𝒂)(𝑾_𝑹−𝒂)(𝟏/𝑳)+ 𝒘_𝒊𝒏𝒕(𝑾_𝑹−𝟐𝒂)(𝑾_𝑹/𝟐−𝐚)(𝟏/𝑾_𝑹)
𝑹_𝒓𝑩= 𝑾_(𝒓)− 𝑹_𝒓𝑨
𝒘_𝒎𝒊𝒏= 𝒑_𝒔(𝑻𝒓𝒊𝒃𝒖𝒕𝒂𝒓𝒚 𝑯𝒆𝒊𝒈𝒉𝒕 𝒕𝒐 𝑹𝒐𝒐𝒇𝑫𝒊𝒂𝒑𝒉𝒓𝒂𝒈𝒎)
𝑾_𝒎𝒊𝒏= 𝒘_𝒎𝒊𝒏(𝑾_(𝒓))
15
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
=972 lb
Rr =979 lbs
=0.979 kips
Transverse Direction Longitudinal Direction
Level Fx (kips)Vx (kips)Wx (plf)Fx (kips)Vx (kips)Wx (plf)
Roof 1.77 36.08 0.98 36.27
1.77 0.98
Foundation 0.00 37.62 0.00 39.17
1.77 0.98
Total 1.77 3.54 0.98 1.96
Transverse Direction:Roof 36.08 181.68
Longitudinal Direction:Roof 36.27 329.72
Wind, Vx (plf)
Seismic,Vx
(plf)
Therefore, Reaction due to wind load to roof diaphragm:
Compare Wind vs Seismic
Seismic Governs
Seismic Governs
𝑹_𝒓𝑨= 𝑹_𝒓𝑩=(𝟏/𝟐)𝑾_𝒎𝒊𝒏
16
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Project:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704 By:G. Hernandez
Description:Design of shear wall, holdown and drag strut
Roof Level 6840 lb Roof Area 1761 sqft Earthquake Load 3.9 psf
Second Level 0 lb Floor Area 0 sqft Earthquake Load 0.0 psf
Total 6840 lb
ρ = 1.3 Ω =2.5
Wall Grid
Line
Plan
Tributary
Area (sq.ft.)
F above
(lb)
F x
(lb)
F tot
(lb)
Wall Lengths
(ft)
Total Wall
Length, b
(ft)
Wall Shear,
vASD =
F(0.7)(ρ)/b
(plf)
Wall Type Sheathing 1
or 2 sides
Allowable
Shear ²
(ASD)
(plf)
Edge Nail
Spacing
(in.)
Minimum
Wall
Length
(ft)
Maximum
Wall
Height
(ft)
Overturing
Moment
(ft-lb)
Reduced
Equiv.
Dead Load
(plf)
Resisting
Moment
(ft-lb)
Uplift Load
(lbs)
Hold-
Down
Model No.
Allowable
Load ³
(ASD) (lbs)
Total
Dragstrut
Length
(ft)
Dragstrut
Load
(plf)
Maximum
Dragstrut
Clearspan
(ft)
Drag Force
(lbs)⁴
Drag Tie
Model No.
Allowable
Load ³
(lbs)
1 114 0 443 443 7.0 7.0 58 A 1 340 6 7.0 8.0 19040 100 2450 2370 HDU4 3424 46 10 39.0 375
Double top
plates
16d@16"
4865
2 567 0 2202 2202 10.0 10.0 200 A 1 340 6 10.0 8.0 27200 100 5000 2220 HDU4 3424 46 48 36.0 1724 CS14 Strap
w/ 26-10d 2490
3 1080 0 4195 4195 5, 10, 5 20.0 191 A 1 340 6 5.0 8.0 13600 100 1250 2470 HDU4 3424 46 91 26.0 2371 CS14 Strap
w/ 26-10d 2490
Total 1761 0 6840 6840 37.0
Wall Grid
Line
Plan
Tributary
Area (sq.ft.)
F above
(lb)
F x
(lb)
F tot
(lb)
Wall Lengths
(ft)
Total Wall
Length, b
(ft)
Wall Shear,
vASD =
F(0.7)(ρ)/b
(plf)
Wall Type Sheathing 1
or 2 sides
Allowable
Shear ²
(ASD)
(plf)
Edge Nail
Spacing
(in.)
Minimum
Wall
Length
(ft)
Maximum
Wall
Height
(ft)
Overturing
Moment
(ft-lb)
Reduced
Equiv.
Dead Load
(plf)
Resisting
Moment
(ft-lb)
Uplift Load
(lbs)
Hold-
Down
Model No.
Allowable
Load ³
(ASD) (lbs)
Total
Dragstrut
Length
(ft)
Dragstrut
Load
(plf)
Maximum
Dragstrut
Clearspan
(ft)
Drag Force
(lbs)⁴
Drag Tie
Model No.
Allowable
Load ³
(lbs)
A 208 0 808 808 13.0 13.0 57 A 1 340 6 13.0 8.0 35360 100 8450 2070 HDU4 3424 31 26 18.0 469
Simpson
Strap CS14
w/ 26-10d
2490
B 398 0 1546 1546 14.0 14.0 100 A 1 340 6 14.0 8.0 38080 100 9800 2020 HDU4 3424 32 48 18.0 870
Double top
plates
16d@16"
3384
C 556 0 2160 2160 20.0 20.0 98 A 1 340 6 20.0 8.0 54400 100 20000 1720 HDU4 3424 32 67 12.0 810
Double top
plates
16d@16"
3384
D 488 0 1895 1895 13.0 13.0 133 A 1 340 6 13.0 8.0 35360 100 8450 2070 HDU4 3424 50 38 37.0 1403
Simpson
Strap CS14
w/ 26-10d
2490
E 111 0 431 431 8, 8 16.0 25 A 1 340 6 8.0 8.0 21760 100 3200 2320 HDU4 3424 24 18 8.0 144
Double top
plates
16d@16"
2538
Total 1761 0 6840 6840 76.0
Footnotes:
1. Distribution of seismic forces are taken from base shear calculations and are use to design new shears walls, holdowns and drag struts.
East-West Direction Shear Walls
Shear Walls Holdown Drag Strut
Seismic
Forces ¹
North-South Direction Shear Walls
Shear Walls Holdown Drag Strut
2. From IBC Table 2306.2.1(1), the allowable shears are based on DOC PS-1 or PS-2 (APA or Teco Performance) 15/32-inch Structural-I rated wood structural panels using 10d common nails at with a min. 1 1/2-inch penetration.
3. From ESR-2330 Report , the allowable tension loads for HDU hold-downs are based on 1/4"x2.5 SDS screws with 3.5-inch wood member thickness. From ESR-2105 Report , the allowable tension loads for MST and ST straps. All
allowable tension loads are multiply by 0.75
4. Drag strut elements are design with strength force calculated with overstrength factor of 2.5 per ASCE 7-16 Sec. 12.10.2.1 and Sec. 12.14.7.3. One and two-family dwellings of light frame constructions shall be permitted to use Ω = 1.0
per ASCE 7-16 Section 12.10.1.1.
5. Adjusted ASD capacity of double top plates with 16d common nail is 141 lbs (Lateral loading). Connection capacities are calculated on the basis of design provisions of 2019 National Design Specification® for Wood Construction (NDS®)
6. Per City of Los Angeles and Pasadena Municipal Code, existing wood stud walls with lath and plaster or stucco shall be permitted to use allowable shear value of 100 lbs. per foot.
17
2314 S Warbler St
ADDITION12/12/2024
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18
2314 S Warbler St
ADDITION12/12/2024
19
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERING
Project:Warbler Street Residence Date:9/24/2023
2314 S. Warbler Street
Santa Ana, CA 92704
Description: Roof Diaphragm By:G. Hernandez
Roof Diaphragm force 8896 lb (from seismic base shear calculation)
Floor Diaphragm force 0 lb (from seismic base shear calculation)
Check diaphragm shear based on diaphragm design force.
Wall (grid
Line)
Fproof
(lb)
b
(ft)
v (ASD) =
F(0.7)/2b (plf)
Sheathing
Type
Allowable
Shear ¹
(plf)
Boundary
Nail
Spacing
(in.)
Edge Nail
Spacing
(in.)
1 8896 lb 7.67 406 15/32" APA 525 4 6
Wall (grid
Line)
Fproof
(lb)
b
(ft)
v (ASD) =
F(0.7)/2b (plf)
Sheathing
Type
Allowable
Shear ¹
(plf)
Boundary
Nail
Spacing
(in.)
Edge Nail
Spacing
(in.)
A 8896 lb 25 125 15/32" APA 525 4 6
Notes:
North-South Diaphragm Shear at Roof Level
East-West Diaphragm Shear at Roof Level
1. From IBC Table 2306.2.1(1), the allowable shear of 385 plf is based on 15/32-inch APA or Teco
Performance-rated wood structural panels (DOC PS1 or PS2) with blocked edges and 10d common nails with
a min. 1 1/2-inch penetration
2. From IBC Table 2306.2.1(1), the allowable shear of 320 plf is based on 19/32-inch APA or Teco
Performance-rated wood structural panels (DOC PS1 or PS2) with blocked edges and 10d common nails with
a min. 1 1/2-inch penetration
3. Note that forces are strenght level, and shear in wall is multiplied by 0.7 to convert to allowable stress
design.
20
2314 S Warbler St
ADDITION12/12/2024
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21
2314 S Warbler St
ADDITION12/12/2024
Project:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704
Description:Gravity Loading By:G. Hernandez
New Roof Addition
Dead Load:
Load
6.0
1.5
4.8
0.5
2.2
Dead Load:15.0 psf
Live Load: 20.0 psf
Ceiling Level
Dead Load:
Load
3.0
0.5
2.2
2.3
Total 8.0 psf
Live Load:20.0 psf
Exterior Wall Dead Load:
Load
16.0 psf
Item
Asphalt shingles
1/2" plywood sheathing
1/2" thick gypsum board
Miscellaneous
Insulation
Insulation
Item
Miscellaneuos
2x4 studs @ 16" o.c., 5/8" gypsum, insulation,
stucco
Roof framing
Ceiling framing
Item
22
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x12 Roof Rafters @ 12" o.c
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 1.0 ft, (Roof DL 15 psf' LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.708: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 11.750 ft
33.89 psi=
=
1,293.75 psi
2x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 2x12
Maximum Shear Stress Ratio 0.151 : 1
0.000 ft=
=
916.33 psi
Maximum Deflection
0
<240
332
Ratio =0 <180
Max Downward Transient Deflection 0.485 in
581
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.848 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 23.50 ft 1 0.422 0.090 0.90 1.000 1.151.00 1.00 1.04 392.7 931.5 0.16 162.01.00 14.51.00
1.00+D+Lr 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 23.50 ft 1 0.708 0.151 1.25 1.000 1.151.00 1.00 2.42 916.3 1,293.8 0.38 225.01.00 33.91.00
1.00+D+0.750Lr 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 23.50 ft 1 0.607 0.129 1.25 1.000 1.151.00 1.00 2.07 785.4 1,293.8 0.33 225.01.00 29.01.00
1.00+0.60D 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 23.50 ft 1 0.142 0.030 1.60 1.000 1.151.00 1.00 0.62 235.6 1,656.0 0.10 288.01.00 8.71.00
.
23
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x12 Roof Rafters @ 12" o.c
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.8483 11.836 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.411 0.411
Max Upward from Load Combinations 0.411 0.411
Max Upward from Load Cases 0.235 0.235
D Only 0.176 0.176
+D+Lr 0.411 0.411
+D+0.750Lr 0.353 0.353
+0.60D 0.106 0.106
Lr Only 0.235 0.235
24
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x10 Ceiling Joists @ 12" o.c (Span 22 ft)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0080, Lr = 0.020 ksf, Tributary Width = 1.0 ft, (Ceiling DL 8 psf' LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.668: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 11.000 ft
31.11 psi=
=
1,423.13 psi
2x10Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 2x10
Maximum Shear Stress Ratio 0.138 : 1
21.277 ft=
=
950.32 psi
Maximum Deflection
0
<240
281
Ratio =0 <180
Max Downward Transient Deflection 0.670 in
394
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.938 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.265 0.055 0.90 1.100 1.151.00 1.00 0.48 271.5 1,024.7 0.08 162.01.00 8.91.00
1.00+D+Lr 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.668 0.138 1.25 1.100 1.151.00 1.00 1.69 950.3 1,423.1 0.29 225.01.00 31.11.00
1.00+D+0.750Lr 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.549 0.114 1.25 1.100 1.151.00 1.00 1.39 780.6 1,423.1 0.24 225.01.00 25.61.00
1.00+0.60D 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.089 0.019 1.60 1.100 1.151.00 1.00 0.29 162.9 1,821.6 0.05 288.01.00 5.31.00
.
25
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x10 Ceiling Joists @ 12" o.c (Span 22 ft)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.9378 11.080 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.308 0.308
Max Upward from Load Combinations 0.308 0.308
Max Upward from Load Cases 0.220 0.220
D Only 0.088 0.088
+D+Lr 0.308 0.308
+D+0.750Lr 0.253 0.253
+0.60D 0.053 0.053
Lr Only 0.220 0.220
26
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x8 Ceiling Joists @ 12" o.c (Span 16 ft)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0080, Lr = 0.020 ksf, Tributary Width = 1.330 ft, (Ceiling DL 8 psf' LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.701: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.000 ft
38.09 psi=
=
1,552.50 psi
2x8Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 2x8
Maximum Shear Stress Ratio 0.169 : 1
15.416 ft=
=
1,088.24 psi
Maximum Deflection
0
<240
264
Ratio =0 <180
Max Downward Transient Deflection 0.518 in
370
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.725 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.0 ft 1 0.278 0.067 0.90 1.200 1.151.00 1.00 0.34 310.9 1,117.8 0.08 162.01.00 10.91.00
1.00+D+Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.701 0.169 1.25 1.200 1.151.00 1.00 1.19 1,088.2 1,552.5 0.28 225.01.00 38.11.00
1.00+D+0.750Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.576 0.139 1.25 1.200 1.151.00 1.00 0.98 893.9 1,552.5 0.23 225.01.00 31.31.00
1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.094 0.023 1.60 1.200 1.151.00 1.00 0.20 186.6 1,987.2 0.05 288.01.00 6.51.00
.
27
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2x8 Ceiling Joists @ 12" o.c (Span 16 ft)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.7247 8.058 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.298 0.298
Max Upward from Load Combinations 0.298 0.298
Max Upward from Load Cases 0.213 0.213
D Only 0.085 0.085
+D+Lr 0.298 0.298
+D+0.750Lr 0.245 0.245
+0.60D 0.051 0.051
Lr Only 0.213 0.213
28
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:3.5x14 Parallam PSL 2.0E (At Line 3)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.0E
2900
2900
2900
750
2000
1016.535
290
2025 45.07
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0230, Lr = 0.020 ksf, Tributary Width = 9.0 ft, (Roof/Ceiling DL 23 psf; LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.403: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.250 ft
87.52 psi=
=
3,563.50 psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.241 : 1
0.000 ft=
=
1,437.06 psi
Maximum Deflection
0
<240
469
Ratio =0 <180
Max Downward Transient Deflection 0.189 in
1049
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.422 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.50 ft 1 0.310 0.185 0.90 0.983 1.001.00 1.00 7.57 794.1 2,565.7 1.58 261.01.00 48.41.00
1.00+D+Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.403 0.241 1.25 0.983 1.001.00 1.00 13.69 1,437.1 3,563.5 2.86 362.51.00 87.51.00
1.00+D+0.750Lr 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.358 0.214 1.25 0.983 1.001.00 1.00 12.16 1,276.3 3,563.5 2.54 362.51.00 77.71.00
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.104 0.063 1.60 0.983 1.001.00 1.00 4.54 476.5 4,561.3 0.95 464.01.00 29.01.00
.
29
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:3.5x14 Parallam PSL 2.0E (At Line 3)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.4216 8.310 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.319 3.319
Max Upward from Load Combinations 3.319 3.319
Max Upward from Load Cases 1.834 1.834
D Only 1.834 1.834
+D+Lr 3.319 3.319
+D+0.750Lr 2.948 2.948
+0.60D 1.101 1.101
Lr Only 1.485 1.485
30
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:3.5x11.875 Parallam PSL 2.0E (At Existing Living Room)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.0E
2,900.0
2,900.0
2,900.0
750.0
2,000.0
1,016.54
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 13.0 ft, (Ceiling DL 10 psf; LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.551: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.250 ft
105.98 psi=
=
3,629.22 psi
3.5x11.875Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 3.5x11.875
Maximum Shear Stress Ratio 0.292 : 1
0.000 ft=
=
2,000.73 psi
Maximum Deflection
443
<240
286
Ratio =0 <180
Max Downward Transient Deflection 0.446 in
0
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.692 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.50 ft 1 0.272 0.144 0.90 1.001 1.001.00 1.00 4.87 710.0 2,613.0 1.04 261.01.00 37.61.00
1.00+D+Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.551 0.292 1.25 1.001 1.001.00 1.00 13.71 2,000.7 3,629.2 2.94 362.51.00 106.01.00
1.00+D+0.750Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.462 0.245 1.25 1.001 1.001.00 1.00 11.50 1,678.0 3,629.2 2.46 362.51.00 88.91.00
1.00+0.60D 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.092 0.049 1.60 1.001 1.001.00 1.00 2.92 426.0 4,645.4 0.63 464.01.00 22.61.00
.
31
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:3.5x11.875 Parallam PSL 2.0E (At Existing Living Room)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.6921 8.310 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.325 3.325
Max Upward from Load Combinations 3.325 3.325
Max Upward from Load Cases 2.145 2.145
D Only 1.180 1.180
+D+Lr 3.325 3.325
+D+0.750Lr 2.789 2.789
+0.60D 0.708 0.708
Lr Only 2.145 2.145
32
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:4x10 #1 (at Line 3)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.1
1,000.0
1,000.0
1,500.0
625.0
1,700.0
620.0
180.0
675.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0230, Lr = 0.020 ksf, Tributary Width = 9.0 ft, (Roof/Ceiling DL 23 psf; LL 20 psf)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.334: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 3.250 ft
45.47 psi=
=
1,500.00 psi
4x10Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 4x10
Maximum Shear Stress Ratio 0.202 : 1
5.741 ft=
=
500.30 psi
Maximum Deflection
4209
<240
1922
Ratio =0 <180
Max Downward Transient Deflection 0.019 in
0
Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.041 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 6.50 ft 1 0.252 0.152 0.90 1.200 1.001.00 1.00 1.13 271.7 1,080.0 0.53 162.01.00 24.71.00
1.00+D+Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.50 ft 1 0.334 0.202 1.25 1.200 1.001.00 1.00 2.08 500.3 1,500.0 0.98 225.01.00 45.51.00
1.00+D+0.750Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.50 ft 1 0.295 0.179 1.25 1.200 1.001.00 1.00 1.84 443.2 1,500.0 0.87 225.01.00 40.31.00
1.00+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.50 ft 1 0.085 0.051 1.60 1.200 1.001.00 1.00 0.68 163.0 1,920.0 0.32 288.01.00 14.81.00
.
33
2314 S Warbler St
ADDITION12/12/2024
Wood Beam
LIC# : KW-06019412, Build:20.24.08.01 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:4x10 #1 (at Line 3)
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.0406 3.274 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.281 1.281
Max Upward from Load Combinations 1.281 1.281
Max Upward from Load Cases 0.696 0.696
D Only 0.696 0.696
+D+Lr 1.281 1.281
+D+0.750Lr 1.134 1.134
+0.60D 0.417 0.417
Lr Only 0.585 0.585
34
2314 S Warbler St
ADDITION12/12/2024
General Footing
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2' x 2' x 12" Pad Footing w/ 4-#5 Each Way - F1
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Code References
Calculations per ACI 318-19, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Material Properties Soil Design Values
1.50
Analysis Settings
250.0
ksi No
ksfAllowable Soil Bearing =
=
2.50
60.0
3,122.0
145.0
=0.30Flexure=0.90
Shear =
ValuesM
0.00180
2.0
Soil Passive Resistance (for Sliding)
1.0
=
Increases based on footing plan dimension
Add Pedestal Wt for Soil Pressure No:
Use Pedestal wt for stability, mom & shear No:
Allowable pressure increase per foot of depth
=ksfwhen max. length or width is greater than
=ft
:
=
Add Ftg Wt for Soil Pressure Yes
Yes:Use ftg wt for stability, moments & shears
when footing base is below ft
pcf Increase Bearing By Footing Weight
=pcf
Min. Overturning Safety Factor
=
: 1
Increases based on footing Depth0.750
=
Soil/Concrete Friction Coeff.
Ec : Concrete Elastic Modulus
=
=Footing base depth below soil surface ft
=Allow press. increase per foot of depth ksf
=
: 11.0Min. Sliding Safety Factor =
=
Concrete Density
=
Min Allow % Temp Reinf.
ksif'c : Concrete 28 day strength
fy : Rebar Yield ksi
Min Steel % Bending Reinf.
Soil Density =110.0 pcf
#
Dimensions
Width parallel to X-X Axis 2.0 ft
Length parallel to Z-Z Axis
=
2.0 ft
=Pedestal dimensions...
px : parallel to X-X Axis in
pz : parallel to Z-Z Axis in
Height ==
in
Footing Thickness
=
12.0 in=
Rebar Centerline to Edge of Concrete...
=inat Bottom of footing 3.0
Reinforcing
#
Bars parallel to X-X Axis
Reinforcing Bar Size
=
5
Number of Bars
=
4.0
Bars parallel to Z-Z Axis
Reinforcing Bar Size =5
Number of Bars =4.0
Bandwidth Distribution Check (ACI 15.4.4.2)
Direction Requiring Closer Separation
n/a
# Bars required within zone n/a
# Bars required on each side of zone n/a
Applied Loads
1.830 1.490
D Lr
ksf
L S
P : Column Load
OB : Overburden =
k
W E
M-zz
V-x
=
=k
V-z k
M-xx =
k-ft=
k-ft
H
=
35
2314 S Warbler St
ADDITION12/12/2024
General Footing
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2' x 2' x 12" Pad Footing w/ 4-#5 Each Way - F1
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding
PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding
DESIGN SUMMARY Design OK
Governing Load CombinationMin. Ratio Item Applied Capacity
PASS 0.7233 Soil Bearing 1.085 ksf 1.50 ksf +D+Lr about Z-Z axis
PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning
PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning
PASS n/a Uplift 0.0 k 0.0 k No Uplift
PASS 0.02481 Z Flexure (+X)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr
PASS 0.02481 Z Flexure (-X)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr
PASS 0.02481 X Flexure (+Z)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr
PASS 0.02481 X Flexure (-Z)0.5725 k-ft/ft 23.075 k-ft/ft +1.20D+1.60Lr
PASS 0.04737 1-way Shear (+X)2.544 psi 53.717 psi +1.20D+1.60Lr
PASS 0.04737 1-way Shear (-X)2.544 psi 53.717 psi +1.20D+1.60Lr
PASS 0.04737 1-way Shear (+Z)2.544 psi 53.717 psi +1.20D+1.60Lr
PASS 0.04737 1-way Shear (-Z)2.544 psi 53.717 psi +1.20D+1.60Lr
PASS 0.08063 2-way Punching 12.095 psi 150.0 psi +1.20D+1.60Lr
Detailed Results
Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow
Soil Bearing
(in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination...
X-X, D Only 1.50 n/a0.7125 0.7125 n/a 0.4750.0n/a
X-X, +D+Lr 1.50 n/a1.085 1.085 n/a 0.7230.0n/a
X-X, +D+0.750Lr 1.50 n/a0.9919 0.9919 n/a 0.6610.0n/a
X-X, +0.60D 1.50 n/a0.4275 0.4275 n/a 0.2850.0n/a
Z-Z, D Only 1.50 0.7125n/a n/a 0.7125 0.475n/a0.0
Z-Z, +D+Lr 1.50 1.085n/a n/a 1.085 0.723n/a0.0
Z-Z, +D+0.750Lr 1.50 0.9919n/a n/a 0.9919 0.661n/a0.0
Z-Z, +0.60D 1.50 0.4275n/a n/a 0.4275 0.285n/a0.0
Rotation Axis &
Overturning Stability
Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio
Footing Has NO Overturning
Force Application Axis
Sliding Stability All units k
Load Combination...StatusSliding Force Resisting Force Stability Ratio
Footing Has NO Sliding
Flexure Axis & Load Combination in^2 in^2 in^2 k-ft
As Req'd
Footing Flexure
Tension
k-ft
Actual As StatusMuSide
Surface
Gvrn. As Phi*Mn
X-X, +1.40D 0.3203 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.40D 0.3203 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D+0.50Lr 0.3676 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D+0.50Lr 0.3676 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D 0.2745 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D 0.2745 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D+1.60Lr 0.5725 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +1.20D+1.60Lr 0.5725 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +0.90D 0.2059 +Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
X-X, +0.90D 0.2059 -Z Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.40D 0.3203 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.40D 0.3203 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.20D+0.50Lr 0.3676 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.20D+0.50Lr 0.3676 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.20D 0.2745 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.20D 0.2745 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +1.20D+1.60Lr 0.5725 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
36
2314 S Warbler St
ADDITION12/12/2024
General Footing
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:2' x 2' x 12" Pad Footing w/ 4-#5 Each Way - F1
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Flexure Axis & Load Combination in^2 in^2 in^2 k-ft
As Req'd
Footing Flexure
Tension
k-ft
Actual As StatusMuSide
Surface
Gvrn. As Phi*Mn
Z-Z, +1.20D+1.60Lr 0.5725 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +0.90D 0.2059 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
Z-Z, +0.90D 0.2059 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK
One Way Shear X
Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status
+1.40D 1.42 1.42 1.42 53.72 0.03psipsipsipsi OK
+1.20D+0.50Lr 1.63 1.63 1.63 53.72 0.03psipsipsipsi OK
+1.20D 1.22 1.22 1.22 53.72 0.02psipsipsipsi OK
+1.20D+1.60Lr 2.54 2.54 2.54 53.72 0.05psipsipsipsi OK
+0.90D 0.92 0.92 0.92 53.72 0.02psipsipsipsi OK
One Way Shear Z
Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status
+1.40D 1.42 1.42 1.42 53.72 0.03psipsipsipsi OK
+1.20D+0.50Lr 1.63 1.63 1.63 53.72 0.03psipsipsipsi OK
+1.20D 1.22 1.22 1.22 53.72 0.02psipsipsipsi OK
+1.20D+1.60Lr 2.54 2.54 2.54 53.72 0.05psipsipsipsi OK
+0.90D 0.92 0.92 0.92 53.72 0.02psipsipsipsi OK
Vu / Phi*Vn
Two-Way "Punching" Shear All units k
StatusVuPhi*VnLoad Combination...
+1.40D 6.77 150.00 0.0451 OKpsipsi
+1.20D+0.50Lr 7.77 150.00 0.05178 OKpsipsi
+1.20D 5.80 150.00 0.03866 OKpsipsi
+1.20D+1.60Lr 12.10 150.00 0.08063 OKpsipsi
+0.90D 4.35 150.00 0.029 OKpsipsi
37
2314 S Warbler St
ADDITION12/12/2024
SIMPLE ENGINEERINGProject:Warbler Street Residence Date:9/24/2024
2314 S. Warbler Street
Santa Ana, CA 92704
Description:Foundation Design By:G. Hernandez
Continuous Exterior Wall Footing
Roof + Ceiling Level Load Tributary
Width Total Load
Dead Load 23.0 psf 13.0 ft 299.0 plf
Live Load 20.0 psf 13.0 ft 260.0 plf
Floor Level Load Tributary
Width Total Load
Dead Load 0.0 psf 0.0 ft 0.0 plf
Live Load 0.0 psf 0.0 ft 0.0 plf
Exterior Wall Load Load Tributary
Width Total Load
Dead Load 16.0 psf 9.0 ft 144.0 plf
Width Required = (Roof + Wall Load) / Soil Bearing Pressure
Total Dead Load 443.0 plf
Total Live Load 260.0 plf
Total Load 703.0 plf
Allowable Soil Bearing Pressure 1500 psf
Footing Width Required 0.47 ft 5.62 in
Use 12" Wide x 24" Deep Continuous Wall Footing w/ 2-#5 Top and Bottom
38
2314 S Warbler St
ADDITION12/12/2024
Wall Footing
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:12" x 24" Wall Footing w/ 2-#5 Top and Bot
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
Code References
Calculations per ACI 318-19, IBC 2021, ASCE 7-16
Load Combinations Used : ASCE 7-16
General Information
Material Properties Soil Design Values
1.50
Analysis Settings
250.0ksi
No
ksfAllowable Soil Bearing =
=
2.50
60.0
3,122.0
145.0 =0.30
Flexure =0.90
Shear =
ValuesM
0.00180
2.0
Soil Passive Resistance (for Sliding)
1.0
1.0
=
Increases based on footing Width
Allow. Pressure Increase per foot of width =ksf
when footing is wider than =ft:
=
AutoCalc Footing Weight as DL Yes
Adjusted Allowable Bearing Pressure ksf=1.50
when base footing is below ft
pcf
Increase Bearing By Footing Weight
=pcf
Min. Overturning Safety Factor
=
: 1
Increases based on footing Depth0.750 =
Soil/Concrete Friction Coeff.
Ec : Concrete Elastic Modulus
Min. Sliding Safety Factor
=
=
: 1
Reference Depth below Surface ft
=Allow. Pressure Increase per foot of depth ksf
=
=
=
Concrete Density
=
Min Allow % Temp Reinf.
ksif'c : Concrete 28 day strength
fy : Rebar Yield ksi
Min Steel % Bending Reinf.
Dimensions
Footing Width 1.0 ft=
Wall center offset
from center of footing 0 in
=
=
Wall Thickness 6.0 in
Footing Thickness 24.0 in=
Rebar Centerline to Edge of Concrete...
=inat Bottom of footing 3.0
Reinforcing
#
Bars along X-X Axis
Reinforcing Bar Size
=
5
Bar spacing
=
4.00
Applied Loads
0.450 0.260
D Lr
ksf
L S
P : Column Load
OB : Overburden =
k
W E
M-zz
V-x =k
k-ft
Vx applied =in above top of footing
=
H
=
39
2314 S Warbler St
ADDITION12/12/2024
Wall Footing
LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:12" x 24" Wall Footing w/ 2-#5 Top and Bot
Project File: enercalc warbler.ec6
Project Title:Warbler St Residence
Engineer:Simple Engineering LLC
Project ID:
Project Descr:Kitchen and Master Bedroom Addition
DESIGN SUMMARY Design OK
Governing Load CombinationFactor of Safety Item Applied Capacity
PASS 0.6667 Soil Bearing 1.0 ksf 1.50 ksf +D+Lr
PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning
PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding
PASS n/a Uplift 0.0 k 0.0 k No Uplift
Utilization Ratio Item Applied Capacity Governing Load Combination
PASS 0.000489 Z Flexure (+X)0.04075 k-ft 83.306 k-ft +1.20D+1.60Lr
PASS 0.000250 Z Flexure (-X)0.02081 k-ft 83.306 k-ft +0.90D
PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a
PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a
Detailed Results
Rotation Axis &
Xecc
Actual Soil Bearing Stress Actual / Allowable
Soil Bearing
Gross Allowable -X +X RatioLoad Combination...
, D Only 1.50 ksf 0.740 ksf 0.740 ksf 0.4930.0 in
, +D+Lr 1.50 ksf 1.0 ksf 1.0 ksf 0.6670.0 in
, +D+0.750Lr 1.50 ksf 0.9350 ksf 0.9350 ksf 0.6230.0 in
, +0.60D 1.50 ksf 0.4440 ksf 0.4440 ksf 0.2960.0 in
Rotation Axis &
Overturning Stability Units :k-ft
Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio
Footing Has NO Overturning
Force Application Axis
Sliding Stability
Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio
Footing Has NO Sliding
Flexure Axis & Load Combination k-ft
As Req'd
Footing Flexure
Tension @ Bot.Which Actual As
Statusk-ft
Mu
Side ?or Top ?in^2in^2 in^2
Gvrn. As Phi*Mn
, +1.40D 0.03238 -X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.40D 0.03238 +X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D+0.50Lr 0.03181 -X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D+0.50Lr 0.03181 +X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D 0.02775 -X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D 0.02775 +X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D+1.60Lr 0.04075 -X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +1.20D+1.60Lr 0.04075 +X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +0.90D 0.02081 -X Bottom 0.5184 Min Temp %0.93 83.306 OK
, +0.90D 0.02081 +X Bottom 0.5184 Min Temp %0.93 83.306 OK
One Way Shear Units :k
Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status
+1.40D 0 0 0 75 0psipsipsipsi OK
+1.20D+0.50Lr 0 0 0 75 0psipsipsipsi OK
+1.20D 0 0 0 75 0psipsipsipsi OK
+1.20D+1.60Lr 0 0 0 75 0psipsipsipsi OK
+0.90D 0 0 0 75 0psipsipsipsi OK
40
2314 S Warbler St
ADDITION12/12/2024
)
I
f ;
r
Pro· ect Address
~
Name (First, Ml, Last)
Use of Building (check)
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Huilding Owner
ephon ~-
Telephone
Nature of Work
Type of Project ( check)
4959
Residen~ Commercial D Senior Housing D New D Additio~ Alteration D
Description of Project
Number of Square Feet of cm Sq.Ft x $ r; _\,
Residential Space---~-'----""""-----"'--=c:) • \ --r
(Dev. Fee)
Total k\ ¢51:,S ~
Number of Square Feet of
Commercial Space _______ Sq.Ft x $ _____ _ Total$ ------
(Dev. Fee)
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are n~t true, then this certificate shall automatically terminate, and the appropriate City/County shall be
notified. Applicant is\ hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
GoyetnmJ~i..;ode Section 53080 mus do so within 90 days from the payment of the fee.
rz/v(?o1'1
'Date
This certifies that the above-named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Go ent Code and Education Code.
0-WliW '\°7\~ YI VI-<.¥)
Unified School District Authorized Representative Date
DISTRIBUTION
White -City/County·
Canary -Applicant
Pink -Facilities
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
GENERAL INFORMATION
01 Project Name Residence Addition
02 Run Title Title 24 Analysis
03 Project Location 2314 S. Warbler Street
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92704 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 4
14 Addition Cond. Floor Area (ft2)887 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1206 17 Fenestration Average U-factor 0.29
18 Total Cond. Floor Area (ft2)2093 19 Glazing Percentage (%)10.41%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 Building does not require field testing or HERS verification
03 This building incorporates one or more Special Features shown below
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 20.65 0 22.26 0 -1.61
Space Cooling 0 71.05 0 68.27 0 2.78
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 22.86 0 22.86 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 114.56 0 113.39 0 1.17
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.54 0 6.54
Appl. & Cooking 0 18.6 0 18.6
Plug Loads 0 31.17 0 31.17
Outdoor Lighting 0 1.63 0 1.63
TOTAL COMPLIANCE 0 172.5 0 171.33
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 25.89 26.1 -0.21 -0.81
Net EUI2 25.89 26.1 -0.21 -0.81
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Cool roof
•Insulation below roof deck
•New ductwork added is less than 25 ft. in length
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Residence Addition 2093 1 4 2 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Existing 1st floor Conditioned HVAC1 1206 8 DHW Sys 1 Existing Unchanged
1st Floor Addition Conditioned HVAC1 887 8 DHW Sys 1 New
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
North Wall Existing 1st floor R-0 Wall 0 Back 384 36 90 none Existing No
East Wall Existing 1st floor R-0 Wall 90 Right 192 0 90 none Existing No
South Wall Existing 1st floor R-0 Wall 180 Front 352 24 90 none Existing No
East Wall 2 Existing 1st floor R-0 Wall 90 Right 192 40 90 none Existing No
South Wall 2 1st Floor
Addition R-13 Wall 180 Front 100 0 90 none New n/a
West Wall 1st Floor
Addition R-13 Wall 270 Left 384 107.6 90 none New n/a
South Wall 3 1st Floor
Addition R-13 Wall 180 Front 100 6.2 90 none New n/a
North Wall 2 1st Floor
Addition R-13 Wall 0 Back 200 4 90 none New n/a
Roof Existing 1st floor R-0 Roof Attic n/a n/a 1206 n/a n/a Existing No
Roof 2 1st Floor
Addition R-30 Roof Attic n/a n/a 887 n/a n/a New n/a
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)
Roof
Reflectance
Roof
Emittance
Radiant
Barrier Cool Roof Status Verified Existing
Condition
Attic Existing 1st floor Attic RoofExisting 1st floor Ventilated 0 0.1 0.85 No No Existing No
Attic 1st Floor Addition Attic Roof1st Floor Addition Ventilated 0 0.28 0.75 Yes Yes New n/a
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time:HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
North
Windows Window North Wall Back 0 1 16 0.29 NFRC 0.22 NFRC Bug Screen New NA
North
Windows 2 Window North Wall Back 0 1 20 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
South
Windows Window South Wall Front 180 1 12 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
South
Windows 2 Window South Wall Front 180 1 12 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
East
Window Window East Wall 2 Right 90 1 40 1.19 Table
110.6-A 0.83 Table
110.6-B Bug Screen Existing No
West
Windows Window West Wall Left 270 1 9 0.29 NFRC 0.22 NFRC Bug Screen New NA
West
Windows 2 Window West Wall Left 270 1 16 0.29 NFRC 0.22 NFRC Bug Screen New NA
West
Windows 3 Window West Wall Left 270 1 16 0.29 NFRC 0.22 NFRC Bug Screen New NA
West Door Window West Wall Left 270 1 66.6 0.29 NFRC 0.22 NFRC Bug Screen New NA
South
Windows 3 Window South Wall 3 Front 180 1 6.2 0.29 NFRC 0.22 NFRC Bug Screen New NA
North
Windows 3 Window North Wall 2 Back 0 1 2 0.29 NFRC 0.22 NFRC Bug Screen New NA
North
Windows 4 Window North Wall 2 Back 0 1 2 0.29 NFRC 0.22 NFRC Bug Screen New NA
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
SLAB FLOORS
01 02 03 04 05 06 07 08 09 10
Name Zone Area (ft2)Perimeter (ft)
Edge Insul.
R-value and
Depth
Edge Insul.
R-value and
Depth
Carpeted Fraction Heated Status Verified Existing
Condition
Slab-on-Grade Existing 1st floor 1206 111 none 0 80%No Existing No
Slab-on-Grade 2 1st Floor
Addition 887 32 none 0 80%No New n/a
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board Cavity /
Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofExisting 1st
floor Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic Roof1st Floor
Addition Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / 0 0.043
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-17.0 insul.
R-0 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x10 @ 16 in. O. C.R-30 None / None 0.034
Over Ceiling Joists: R-6.0 insul.
Cavity / Frame: R-24.1 / 2x10
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Existing
Condition
Existing Water
Heating
System
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater
1 1 n/a None n/a DHW Heater
1 (1)Existing No
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Element
Type
Tank Type # of
Units
Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank Location Status
Verified
Existing
Condition
DHW
Heater 1 Gas Small Storage 1 50 EF 0.7 Btu/Hr 75000 0 76 n/a Existing No
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC1
Heating and
cooling
system other
Heating
Component
1
1
Cooling
Component
1
1 HVAC Fan 1
Air
Distribution
System 1
n/a Existing No
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 80 n/a
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 12 14 Not Zonal Single Speed
Cooling
Component
1-hers-cool
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design Type
Duct Ins.
R-value
Duct
Location Surface Area
Bypass Duct Duct Leakage HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New Ducts
>= 25 ftSuppl
y
Retur
n
Suppl
y
Retur
n
Suppl
y
Retur
n
Air
Distribution
System 1
Unconditio
ned attic
Non-
Verified
R-
2.1
R-
2.1
Atti
c
Atti
c n/a n/a No Bypass
Duct
Existing
(not
specified)
Air
Distribution
System
1-hers-dist
Existing +
New No No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
2314 S Warbler St
ADDITION12/12/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residence Addition Calculation Date/Time:2024-06-21T14:46:13-07:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:20197.ribd22x
Registration Number:Registration Date/Time:HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-06-21 14:46:44
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Energy Compliance Services
5702 Hersholt Avnue
Lakewood CA 90712
6/21/2024
Eucudes Velasquez
M.R. Design and Build
1101 Walnut Street
Pasadena, CA 91106 323 980-6816
Atousa Yazdanfar
562.522.4258
2314 S Warbler St
ADDITION12/12/2024
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information.
(04/2022)
Building Envelope:
§ 110.6(a)1: Air Leakage.
Labeling.
§ 110.6(b): Field fabricated exterior doors and fenestration *
§ 110.7: Air Leakage.
§ 110.8(a): Insulation Certification by Manufacturers.
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified
§ 110.8(j): Radiant Barrier.
§ 150.0(a):
Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration *
Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c):
Wall Insulation.
framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-
*
§ 150.0(d): Raised-floor Insulation. *
§ 150.0(f):
Slab Edge Insulation.
without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from
§ 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to
§ 150.0(g)2: Vapor Retarder.
§ 150.0(q): Fenestration Products. *
Fireplaces, Decorative Gas Appliances, and Gas Log:
§ 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. *
§ 150.0(e)3: Flue Damper.
Space Conditioning, Water Heating, and Plumbing System:
§ 110.0-§ 110.3: Certification. *
HVAC Efficiency.
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and *
§ 110.2(c): Thermostats.
*
Insulation. surface heat loss rating.
§ 110.3(c)6: Isolation Valves.
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2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 110.5: Pilot Lights.
(except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool
*
§ 150.0(h)1:
Building Cooling and Heating Loads.
Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation
Clearances.
§ 150.0(h)3B: Liquid Line Drier.
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation.
§ 150.0(j)2:
Insulation Protection.
maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no
adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must
include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and
§ 150.0(n)1:
Gas or Propane Water Heating Systems.
designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and
plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no
§ 150.0(n)3:
Solar Water-heating Systems.
Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO
R&T), or by a listing agency that is approved by the executive director.
Ducts and Fans:
§ 110.8(d)3:
Ducts.
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance.
Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to
R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8)
do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be
sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723.
The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building
cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or
flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in
. *
§ 150.0(m)2:
Factory-Fabricated Duct Systems.
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive
§ 150.0(m)3: Field-Fabricated Duct Systems.
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper.
§ 150.0(m)8: Gravity Ventilation Dampers.
§ 150.0(m)9:
Protection of Insulation.
Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic
Porous Inner Core Flex Duct.
§ 150.0(m)11:
Duct System Sealing and Leakage Test.
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.1.
§ 150.0(m)12:
Air Filtration.
or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A.
Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter
racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the
2314 S Warbler St
ADDITION12/12/2024
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy.
a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must
be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air
handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal
cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with
Reference Residential Appendix RA3.3. *
Ventilation and Indoor Air Quality:
§ 150.0(o)1: Requirements for Ventilation and Indoor Air Quality
Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. *
§ 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems.
dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that
prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI
ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for
§ 150.0(o)1C:
Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses .
and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial
spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii.
Local Mechanical Exhaust.
controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or
continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per
Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems.
be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference
Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the
§ 150.0(o)2: Field Verification and Diagnostic Testing.
and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods
must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow
Pool and Spa Systems and Equipment:
§ 110.4(a):
Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not
§ 110.4(b)1: Piping.
Covers.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools.
Pilot Light.
§ 150.0(p): Pool Systems and Equipment Installation. *
Lighting:
§ 110.9:
Lighting Controls and Components.
*
§ 150.0(k)1A: Luminaire Efficacy.
range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen
Screw based luminaires.
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings.
§ 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires.
§ 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. *
2314 S Warbler St
ADDITION12/12/2024
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
Screw based luminaires.
§ 150.0(k)1H:
Light Sources in Enclosed or Recessed Luminaires.
elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required
to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of
power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. *
§ 150.0(k)2A: Accessible Controls.
§ 150.0(k)2B: Multiple Controls.
Mandatory Requirements.
§ 150.0(k)2D:
Energy Management Control Systems.
occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified
§ 150.0(k)2E:
Automatic Shutoff Controls.
must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with
§ 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light
§ 150.0(k)2K: Independent controls.
§ 150.0(k)3A:
Residential Outdoor Lighting.
other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch
control) or an astronomical time clock. An energy management control system
§ 150.0(k)4: Internally illuminated address signs.
§ 150.0(k)5: Residential Garages for Eight or More Vehicles.
Solar Readiness:
§ 110.10(a)1:
Single-family Residences.
application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency,
§110.10(b)1A:
Minimum Solar Zone Area.
access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any
requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5
feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160
square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be
located on the roof or overhang of the building and have a total area no less than 250 square feet. *
§ 110.10(b)2: Azimuth.
§ 110.10(b)3A: Shading. *
§ 110.10(b)3B:
Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the
*
§ 110.10(b)4: Structural Design Loads on Construction Documents.
§ 110.10(c):
Interconnection Pathways.
pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family
§ 110.10(d): Documentation. provided to the occupant.
Main Electrical Service Panel.
§ 110.10(e)2: Main Electrical Service Panel.
circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.”
Electric and Energy Storage Ready:
2314 S Warbler St
ADDITION12/12/2024
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(s) Energy Storage System (ESS) Ready.
equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the
main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their
source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit
near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of
225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’
§ 150.0(t) Heat Pump Space Heater Ready.
unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover
identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker
§ 150.0(u) Electric Cooktop Ready.
240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as
“240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently
§ 150.0(v) Electric Clothes Dryer Ready.
dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps
the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole
*Exceptions may apply.
2314 S Warbler St
ADDITION12/12/2024