9609-145 (SFD) Title 24TITLE 24 REPORT FOR:
GEORGINA CLARKE
51-295 CALLE QUINTO
LA QUINTA, CALIFORNIA
PROJECT DESIGNER:
REPORT PREPARED BY:
JOAN D. HACKER ,
INSU-FORM, INC.
68487 HIGHWAY 111, SUITE 56
CATHEDRAL CITY, CA 92264
(619).,324-0216
Job Number:
Date: 1/8/1997
The COMPLY 24 computer program has been used to perform the calculations
summarized in this compliance report. This program has approval and is"
authorized by the California Energy Commission for use with both the
Residential and Nonresidential Building Energy Efficiency Standards.
This program developed by Gabel Dodd Associates. (510)-428-0803.
r
Table Of Contents for Title 24 Report
-------------------------------------
Cover Page ........................................................ 1
Table of Contents ........ ........ 2
Form CF -1R Certificate of Compliance: Residential ........ 3
Form MF -1R Mandatory'Measures Checklist: Residential ............:.... 5
HVAC Zone & Space Loads Summary .. ............................ 7
Form C -2R Computer Method Summary 13
Form P -2R Point System Summary .................... .. 16
CERTIFICATE OF'COMPLIANCE: Residential (part`l of 2) _CF=1R, page 3 of 16
Project Name: GEORGINA CLARKE Date: 1/8/1997
Address: 51-295 CALLE QUINTO
LA QUINTA, CALIFORNIA Building Permit No
Designer: Checked by./ Date
Documentation: INSU-FORM;, INC. COMPLY 24 .User 2655
GENERAL INFORMATION
Compliance Method:
Climate Zone:
Conditioned Floor Area:
Building Type:
Building Front Orientation:
Number of Dwelling Units:.
Floor Construction Type:
BUILDING SHELL INSULATION
Component
t------ ----------------
SUPER STRUCT WALL
Solid Wood Door
SUPER STRUCT WALL
Solid ;Wood Door`
R-30 Roof(R.30.2x12.16)
R730 Roof(R.30.2xl2.16)
Slab Perimeter w/R-0.0
Slab Perimeter w/R-0..0
COMPLY 24 version 4.11
15
2772 sqft
Single Fam Det
90 deg (E)
1 .
Slab on Grade
U -Value
0.038
0.387
0.038
0.387
0.035
0.035
0.900
0.900
Location/Comments
-------------
WHOLE HOUSE
WHOLE HOUSE
SHOP
SHOP
WHOLE HOUSE
SHOP,
WHOLE -HOUSE
SHOP
FENESTRATION
Shading
Devices
Frame
Orient.
Area
U -Val
Type
Interior
Exterior
OH
SF
Type
Front •(E)
40.0
0.55
Double
Light
Blind,,
none
Y
N
Wood
Front (E)
39.6
0.72'Double
none
none
Y
N'Metal
Front (E)•
64.0
0.81
Double
Light
Blind
Standard Bug
Scr Y
N
Metal
Left (S)
15.0
0.72
Double
none
none
Y
N
Metal
Left (S)
6.0
0.72
Double
Light
Blind
none
Y
N
Metal
Left (S)
16.0
0.87
Double
Light
Blind
Standard Bug
Scr Y
N
Metal
Back,, (W)
40.0
0.55
Double_
Light
Blind
none
Y
N
Wood
Back (W)
66.0
0.64
Double
Light
Blind
Standard Bug
Scr,Y
N
Metal
-Back, •(W)
72.0
0.87
Double
Light
Blind
Standard Bug
Scr-Y•'N
Metal
Skylight
32.0
0.80.Double
none
none
N
N
Metal
THERMAL MASS
Area
Thick
Type
Covering
(sf)
(in)
Location/Description
Concrete,
Heavyweight
Exposed
2569
3.50
Slab on Grade
Concrete,
Heavyweight
Exposed
203
3.50
Slab on Grade
i
CERTIFICATE OF COMPLIANCE: Residential (part 2 of 2) CF--Ik page 4 of 16
--------------------------------- - -----------------------------------------
Project Name:•GEORGINA,CLARKE (Date: 1/8/1997
Documentation: INSU-FORM, INC.
Water
(COMPLY 24 User 2655
HVAC.SYSTEMS Minimum
Distrib
Type
Duct
TStat
'
System Type Efficiency
and Location
RVal_Type
System Name
Location/Comments
Furnace 0.800 AFUE
Ducts.in
Attic
4.2
SetBck
WHOLE,HOUSE
SpltAirCond10.000 SEER
Ducts in
Attic"
4.2
SetBck
50.0 12.0
Electric 6.600 HSPF
Fan / No
Ducting
N/A'SetBck
SHOP
RoomAirCond10.000-SEER
Ducts in
Attic
4.2
,SetBck
Stdby
COMPLIANCE STATEMENT
This Certificate of Compliance lists the building features and performance
specifications needed to comply with Title 24, Parts 1 & 6 of the Califor-
nia Code of Regulations, and the administrative regulations to implement
them. This.certificate'has been signed by the individual with overall
design,responsibility. When this certificate of compliance is -submitted for
a single building plan to be built in multiple orientations, any shading
feature that is varied is indicated in the Special Features/Remarks-.section
DESIGNER or OWNER
(Per Business & Professions Code)
Lic #:
F
a
(signature) (date)
ENFORCEMENT AGENCY
Name:
Title:
Agency:,
Telephone:
DOCUMENTATION AUTHOR
JOAN D. HACKER
INSU-FORM, INC.
68487 HIGHWAY 111, SUITE 56
CATHEDRAL CITY, CA 92264
(619) 324-0216
(s' ature) date)
(signature/stampp (date)
Water
No.
Tank Ext.
WATER HEATING SYSTEMS
Heater
' in
Energy
Size Insul
System Name
Distribution
Type
Type
Sys'
Factor.(gal)
R -Val
RHEEMGLAS ENG 44V50EM
Standard
StorGas
2
C.63
50.0 12.0
AFUE.
WATER HEATER EQUIPMENT
DETAIL
[Rec
Rated-
Stdby
Tank
Pilot
System Name
System Type
Eff
Input
Loss
R -Val
Light
RHEEMGLAS ENG 44V50EM
- DomesticHW
•0.760
40000
0.036
0.0
0
SPECIAL FEATURES/REMARKS }
COMPLIANCE STATEMENT
This Certificate of Compliance lists the building features and performance
specifications needed to comply with Title 24, Parts 1 & 6 of the Califor-
nia Code of Regulations, and the administrative regulations to implement
them. This.certificate'has been signed by the individual with overall
design,responsibility. When this certificate of compliance is -submitted for
a single building plan to be built in multiple orientations, any shading
feature that is varied is indicated in the Special Features/Remarks-.section
DESIGNER or OWNER
(Per Business & Professions Code)
Lic #:
F
a
(signature) (date)
ENFORCEMENT AGENCY
Name:
Title:
Agency:,
Telephone:
DOCUMENTATION AUTHOR
JOAN D. HACKER
INSU-FORM, INC.
68487 HIGHWAY 111, SUITE 56
CATHEDRAL CITY, CA 92264
(619) 324-0216
(s' ature) date)
(signature/stampp (date)
MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 5 of 16
--------------------------------------------------------------- --------------
Project Name: GEORGINA CLARKE Dame: 1/8/1997
Documentation: INSU-FORM, INC., COMPLY 24 User 2655
------------------------------------------------------ --------------------
NOTE: Lowrise residential buildings subject to -the Standards must contain.
these measures regardless of the compliance approach used. Items marked
with an asterisk (*) may be superseded by more stringent compliance
requirements listed on the Certificate of Compliance. When this checklist
is incorporated into the permit documents, the features noted shall be
considered by all parties as binding minimum component performance
specifications for the mandatory measures whether they are.shown elsewhere
in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES Enforcement
o.Sec. 150(a): Minimum R-19* ceiling insulation. *
o Sec. 150(b): Loose fill insulation manufacturers
labeled R -Value.
G
o Sec. 150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls). *
o Sec. 150(d): Minimum R-13 raised floor insulation in framed
floors; Minimum R-8 in concrete raised floors.
o Sec. 150(1): Slab edge insulation - water absorption rate
no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
o Sec. 118: Insulation specified or installed meets California
Energy Commission quality standards. Indicate Type & form.
o Sec. 116-117: Fenestration Products, Ext Doors & Infil/Exfil Controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Manufactured fenestration products have label w/certified U -Value
c. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
o Sec. 150(g)::Vapor barriers mandatory in Climate Zones 14 '
and 16 only.
o Sec. 150(f): Special infiltration barrier installed to
comply with Sec. 151 meets Commission quality,standards.
o Sec. 150(e): Installation of Fireplaces, Decorative Gas
Appliances and,Gas Logs
1. Masonry and factory -built, fireplaces have:
a. Closeable metal or,glass door
b. Outside air intake with damper and 'control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 6 of 16
Project Name: GEORGINA CLARKEDate: 1/8/1997
Documentation: INSU-FORM, INC. COMPLY 24 User 2655
-------------------------------------- ;
CONDITIONING, WATER HEATING AND •PLUMBING SYSTEM MEASURES Enforcement
o Sec. 110-13: HVAC equipment, water heaters, showerheads
and faucets certified by the Commission.
o Sec. 150(i): Setback thermostat on all applicable
heating systems.
o Sec. 150(j): Pipe and Tank Insulation
1. Indirect hot water tanks (eg unfired storage tanks or
backup solar hot water tanks) have insulation blanket
(R-12 or greater) or combined interior/exterior insulation
(R-16 or greater).
2.'First 5 feet of pipes closest to water heater tank,
non -recirculation systems, insulated (R-4 or greater.
3. All buried or exposed piping insulated in recirculation
sections of hot water system.
4. Cooling system.piping below 55 F insulated.
5. Piping insulated between heating source and indirect hot
water tank.
o Sec. 150(m) Ducts and Fans *
1. Ducts constructed, installed and sealed to comply with
UMC Sections 1002 and 1004; ducts insulated to a minimum
R-4.2 or ducts enclosed entirely within conditioned space.
2. Exhaust systems have backdraft•or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible manually operated
dampers.
o Sec. 114:Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System is installed with:
a. At least 36" pipe between filter and heater -for future
solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
o Sec. 115: Gas-fired central furnace, pool heater, spa heater
or household cooking appliance have no continuously
burning pilot light. (Exception: Non -electrical cooking
appliance with pilot < 150 Btuh)
LIGHTING MEASURES
o Sec. 150(k): Lighting - 40 lumens/watt or greater for
general lighting in kitchens and rooms with -water closets;
and recessed ceiling fixtures IC (insulation cover) app -roved.
HVAC ZONE HEATING &.COOLING'LOAD SUMMARY
page_7 of 16
Project Name: GEORGINA CLARKE.
Date: 1/8/1997
Documentation: INSU-FORM,,INC.
COMPLY 24 User 2655
HVAC ZONE'DESCRIPTION
HVAC Zone Name:
WHOLE HOUSE
Heating System Name:
Day&Night 398BAZO42100
Cooling System Name:
Day&Night 597BN042-A
System Multiplier:-
2
Fan Schedule:'
24 Hr Fans STD
Peak Load Method:
'COINCIDENT
Relative Humidity:
50 %.
_ COOLING
SPACES IN THI&.ZONE PEAK' HEATING
PEAK SENSIBLE .LATENT
WHOLE HOUSE (Jan 12am) 42330
(Aug 2pm) 44656:. 1595•
TOTAL SPACE LOAD 42330
44656 1595
r
Duct Gains & Losses: 4233
4466
Ventilation: ( 0 CFM) 0
0 0
Return Air Lighting'Gain
0
TOTAL SYSTEM LOAD 46563
49122 1595
SYSTEM OUTPUT AT,DESIGN CONDITIONS 130000
56449 20673
NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment
which will heat or cool this zone during the
design conditions indicated.
These numbers include no safety factor, and
the HVAC contractor should
oversize by.a•reasonable margin to account
for variations in weather
conditions and the pick-up capacity required to bring the zone to temper-
ature as a result of a setback.thermostat.
Those,responsibie for final
equipment selection should note that -Sensible
-and Latent Cooling Loads are
indicated to.allow for accurate comparison
with manufacturer's output data.'
r
RESIDENTIAL SPACE HEATING LOAD SUMMARY
-
page
8 of -16
' Project Name: GEORGINA CLARKE
Date:
1/8/1997
Documentation: INSU-FORM, INC.
COMPLY 24 User 2655
Space Name:
WHOLE
HOUSE
'Design Indoor -Dry Bulb,Temperature:'
70 F
Design Outdoor Winter Dry Bulb Temperature:
29 F
Design Temperature Difference:
41 F•
Conduction.
-----------------------
Area
------
U -Value.
-------
'
TD
----
Btu/hr
------
SUPER STRUCT WALL
1479.4
x
0.0377
x
41.0 =
2289
Solid Wood Door
20.0.
x
0.3872
x41.0
=
318
DOUBLE
40.0
x
0.5500
x'41.0
.:_
902
Double Clear Default(R)
39.-6
x
0.7200
x
41:0•' =
1169
Double Clear Default(R)
40.0
x
0.8700 -'x
41. 0. =
1427. ,
Double Clear Default(R)
15.0
x
0.7200
x
41.0
443
Double Clear Default(R)
:. 6.0 -'xi
0.7200
x
41.0 _
177,
Double Clear-.Default(R)
16.0`
x
0.8700
x
41.0 _
`571,
DOUBLE ".
40.0
x
0.5500
x
41.0 =
_. - 902
DOUBLE
66.0
,
x:
0.6400
x
41.0 =
1732
Double Clear Default(R)
56.0
x
0.8700
x
41.0 =
199.8
DOUBLE
•32.0
x
0.8000 '
x
41.0 =
1050
R-30 Roof(R.30.2xl2.16)
'•2537.0
x
0.0347
,
x
41.0 =
3612
Slab on Grade Perim =
202.0
x
43 =
. 8686
Infiltration: 1.00 x 0.018 x 2569E sf
x •9.0 ft
x-1.00 AC
x
41.0 = 17056
' TOTAL
•
HOURLY HEAT
LOSS FOR
SPACE.
42330
Heating AirFlow: 42330 Btu/hr /
(1.08 x
35
F DeltaT)]
=
1120
cfm
'RESIDENTIAL SPACE COOLING LOAD SUMMARY
----------------------------------- ----------
page
------------
9 of 16
Project Name:
GEORGINA,CLARKE
------
--------
Date:
1/8/1997
'Documentation:-INSU-FORM, INC.
COMPLY.24'User
2655
---------------------------------------------------------------------------
Space, Name:
WHOLE
HOUSE
Design Indoor
Dry Bulb
Temperature:
78 F
Design Outdoor
Summer Dry Bulb Temperature:
112 F
Design Temperature
Difference:
34 F,
Conduction
Area
U -Value
DETD
Btu/hr
SUPER STRUCT
WALL
1479.4
x
0..0377
x
29.6
= 1652
Solid Wood Door,
20.0
x
0.3872
x
29.6
= 229
DOUBLE '
e
40.0.
x
0.5500
x
34.0
= 748
Double Clear
Default(R)
39.6
x
0.7200
x,34.0
= 969
Double Clear
Default(R)
40.0
x
0.8700,.x
34.0
= 1183
Double Clear
Default(R)
15.0
x
0.7200
x
34.0
_ 367
Double Clear
Default(R)
6.0
x
0.7200
x
34.0
= 147
Double Clear
Default(R)
16.0
x
0.8700
x
34.0
= 473
DOUBLE
40.0
x
0.5500
x
34.0
= 748
DOUBLE
66.0
x
0.6400
x
34.0
= 1436
Double Clear
Default(R)
56.0
x
0.8700
x
34.0
_ 1656
DOUBLE
32.0
x
0.8000
x
34.0
870
R-30 Roof(R.30.2xl2.16)
2537.0
x
0.0347
x
50.0
4405
Infiltration:
1.00 x 0..018
x 2569
sf x 9.0 ft
x 1.00 AC
x.34.0
=
14144
Shaded
Unshaded
Solar Gain
Orient.
Area SGF•
Area SGF
SC
DOUBLE
East [
8.8 x 15
+
31.2 x
73]
'x 0.43,..=
1030
Double, Clear
Default(R)
East [
3:0 x 15
+
10.6 x
73]
x 0.79
= 648
Double Clear
Default(R)
East [
6:0 x 15
+
18.0 x
73]
x 0.49
688
Double Clear
Default(R)
East. [
6.0 x 15
+
10.0 x
53]
x 0.49
= 402.
Double Clear
Default(R)
East [
3.9 x 15
+
8.1 x
73]
x 0.79
= 514
Double Clear'Default(R)
East [
8.4 x 15
+
5:6 x
73]
x,0.79
= 424,
Double Clear
Default(R)
South [
16.0 x 15
+
0.0 x
212]
x 0.49
= 118
Double Clear
Default(R)
South [
6.0 x 15
+
0.0.x
32]
x 0.51
= 46
Double Clear
Default(R).South
[
15.0 x 15
+
0.0 x
=2]
x 0.79
= 178
DOUBLE
West [
14.6 x 15
+
51.4 x
7.3]
x 0.44
= 1765
Double Clear
.Default(R)
West [
8.8 x 15
+
31.2 x
'4731'x
0.49
= 1180
DOUBLE
West [
8.8 x 15
+
31.2 x
73]
x 0.43
= 1030
Double. Clear
Default(R)
West [
4.0 x 15
+
0.0 x
73]
x-0.49
= 29
Double Clear
Default(R)
West [
6.0 x 15
+
6.0 x
73]
x 0.49
= 259
DOUBLE
Skylight [
0.0 x 15
+
32.0,x152]
x 0.51
= 2495
Internal Gain
Op Frac.
Area
Heat
Gain
Conv.
,Lighting
1.00
x 2569.0
x
-0.200
x 3.413
= 1754
Equipment
1..00
x 2569.0
x
0.100
x 3.413
= 877
Occupants,
1.00
x 2569.0
x
225
'
333
1736
TOTAL HOURLY
SENSIBLE HEAT
GAIN.FOF
SPACE
44656
Latent Gain
Op Frac.
Area
Heat
Gain
-Conv.
Btu/hr
Equipment
1.00, x
2569.0 x
0.000 x
3.413
= 0
Occupants
1.00 x
2569.0 x
225
3.33
= 1736
Infiltration: 1.00
x 0.018 x 2569 sf
x 9,.0 ft
x 1.00 AC
x -0.3
= -129
TOTAL HOURLY
LATENT HEAT
GAIN FOR•SPACE
1595
Cooling AirFlow:,
44656 Btu/hr %
[1.08 x• 23
F DeltaT)•]
='.1798
cfm
13
HVAC ZONE HEATING & COOLING LOAD SUMMARY
page 10 of 16-
Project Name: GEORGINA CLARKE
s
Date:•l/8%1997
.Documentation: INSU-FORM, INC._
CCMPLY•24 User 2655
HVAC ZONE DESCRIPTION
HVAC Zone Name:
SHOP
Heating System Name:
WILLIAMS
Cooling System Name:
WILLIAMS
System Multiplier:
1
Fan Schedule:
Day Fans STD
Peak Load Method:
COINCIDENT
Relative Humidity:
50
f
COOLING
SPACES IN THIS ZONE PEAK HEATING
PEAK SENSIBLE, LATENT
SHOP (Jan 12am) 6201
(Aug 2pm) 4591 137
,TOTAL SPACE LOAD 6201
4591 137
Duct Gains & Losses:. 0
0
Ventilation:'.( 1, 0. CFM) 0
0 0
Return Air Lighting Gain
0
TOTAL SYSTEM LOAD 6201
4591 137
SYSTEM OUTPUT AT DESIGN CONDITIONS 15000
7488 3529
NOTE: The' -TOTAL SYSTEM LOAD shown represents the minimum size equipment
which will heat or cool this zone during the
design conditions indicated.
These numbers include no safety factor, and
the HVAC contractor should
oversize by a reasonable margin to account
for variations in weather
conditions and the pick-up capacity required to bring the zone to temper-
ature as a result of"a setback'thermostat.
Those respons_ble for final
equipment selection should note that Sensible
and Latent Cooling Loads are
indicated to allow for accurate comparison
with manufacturer's output data.
t
13
RESIDENTIAL SPACE HEATING LOAD SUMMARY-
page
11 of 16
Project Name: GEORGINA CLARKE
Date:
1/8/1997,.,
.Documentation: IN SU -FORM; INC.
COMPLY 24 User
2655
Space Name:
SHOP
Design Indoor Dry Bulb Temperature: t.
70'F
Design Outdoor Winter Dry Bulb Temperature:
29 F
Design Temperature Difference:
41 F
Conduction
Area
U -Value
TD
Btu/hr
SUPER STRUCT WALL
363.0
x
0.0377 x
41.0
= 562
Solid Wood Door '
20.0
x
0.3872 x
41.0
= 318
Double Clear Default.(R)
24.0
x
0.8700 x
41.0
= 856
Double Clear Default(R)
16.0
x
0.8700 x
41.0 :=
571
R-30 Roof(R.30.2xl2.16)
203.0
x
0.0347 x
41.0
Slab on Grade Perim =
56.0
x
43
= ,2408
Infiltration: 1.00 x 0.018 x 203 sf
x '8.0"ft
x
1.00 AC x
41.0
= 1198
TOTAL
HOURLY
HEAT
LOSS FOR SPACE
6201'
Heating•AirFlow: 6201'Btu/hr /
[1.08 x
35 F
DeltaT)] =
164
cfm
r
�RESIDENTIAL.SPACE COOLING LOAD'SUMMARY
page 12,of 16
-- ------------------------------------
-------------------
----------
.Project Name: GEORGINA CLARKE
Date: 1/8/1997
Documentation: INSU-FORM, INC.
---------------------------------------------------------------------------
COMPLY 24 User 2655
Space Name:
SHOP
Design Indoor Dry Bulb Temperature:
78 F
Design Outdoor Summer Dry Bulb Temperature:
112•F
Design Temperature Difference:
34 F`
Conduction
Area
U -Value
DETD
Btu/hr
SUPER STRUCT WALL
363.0 x
0.0377
x 29.6 =
1405
Solid Wood Door.
20.0 x
0.3872
x 29.6 =
229
Double C1ear,Default(R)
24.0 x
0.8700
x 34.0 =
710
Double Clear Default(R)
16.0 x
0.8700
x 34.0
473
R-30 Roof(R.30.2xl2.16)
203.0 x
0.0347
x 50.'0 =
352
Infiltration: 0.00 x 0.018 x 203 sf
x 8.0 ft x
1.00 AC
-x 34.0 _
0
Shaded
Unshaded
Solar Gain - Orient. Area. SGF
Area .SGF SC '
Double Clear Default (R) East [
6.0 x'15 +
18.0 x 7-3] x 0.49
= 688
Double Clear Default(R).West, [
6.0 x 15 +.
10.0 x :3]
x 0.49
= 402
` I'iernal-Gain Op Frac.,
Area Heat Gain
Conv.
Lighting 1.00 x
203.0 x
1.500 x
3.413 =
1039
Equipment 1.00 x
203.0 x
0.100 x
'3.413 _
69
Occupants 1.00 x
203.0 x
225
333 =
1137
TOTAL HOURLY SENSIBLE HEAT
GAIN FOR
SPACE
4591
Latent Gain Op Frac.
Area Heat Gain
Conv.
Btu/hr
Equipment 1.00 x
203.0 x-
0`.000 =
3.413 =
0
-Occupants Occupants 1.00 '-.x
203.0 x
225 ;
•333. =
137
Infiltration: 0.00 x 0.018 x 203 sf
x 8.0 ft x
1.00 AC
x.-0.3 =
-0
TOTAL HOURLY
LATENT HEAT
GAIN.FOR
SPACE
137
Cooling AirFlow:
4591 Btu/hr / [1.08 x 23 F DeltaT] = 185 cfm
�COMPUTERi .METHOD. SUMMARY
C -2R page 13 of 16
Project :Name: GEORGINA CLARKE
Date: 1/8/1997
Documentation: INSU-FORM, INC.
COMPLY 24 User 2655
RESSIM RESULTS' NOT CALCULATED
'GENERAL INFORMATION
Compliance Method:
COMPLY 24 version_
4.11
Climate Zone:
15
Conditioned Floor Area:,
2772 sgft
Building -Type:,
'Single Fam Det
"Building Front Orientation:
90 deg' (E)
Number of Dwelling Units:
1
Number of'Stories:
1
Floor Construction Type:
Slab on Grade,
Total Conditioned:Volume:
24745 cuft
Conditioned Footprint Area:
2772 sgft
.-Ground-Floor Area:
2772 sgft
BUILDING ZONE. INFORMATION
Floor
# 'of
Vent
Zone Name Area
Volume Units Zone Type
TStat Type Hgt Area
WHOLE HOUSE 2569
23121 0.93 Conditioned
Setback 2 n/a,
SHOP 203
1624 0.07. Conditioned
Setback 2 n/a
OPAQUE SURFACES'Act Solar.
Type Area U -Val Azm Tilt" Gains
Form 3 -Reference
Location/Comments
ZONE -NAME WHOLE HOUSE
Wall 256°,0.038 90 `90 Yes
SUPER STRUCT WALL--
WHOLE HOUSE,
Door 20"0.387 90 90 Yes
Solid Wood Door
WHOLE -HOUSE
Wall 323 0.038 180 90. Yes
SUPER STRUCT WALL
WHOLE HOUSE
Wall 459'0.038 270 90 Yes
SUPER.STRUCT WALL
WHOLE.HOUSE
Wall 441 0.038 0 90 Yes
SUPER STRUCT WALL-
WHOLE.HOUSE
Roof 2537 0.035 90 22 Yes
'R-30 Roof(R.30.2xl-2.16)
WHOLE.HOUSE
ZONE NAME = SHOP
Wall 147 0.038 90 90 Yes
SUPER STRUCT WALL
SHOP
Wahl. 110 0.038 270' 90 Yes
SUPER STRUCT WALL
SHOP
Wall 106 0:038 0 90 Yes
SUPER STRUCT WALL
SHOP
Door 20 0.387 0- 90 Yes
Solid'Wood Door'
SHOP
Roof. 203- 0.035 90 22 Yes
R-30 Roof(R.30.2xl2.16)
SHOP
COMPUTER METHOD SUMMARY C -2R page 14 of 16
--------------------------------------------------------- -------------
Project Name: GEORGINA CLARKE Date: 1/8/1997
Documentation: INSU-FORM,'INC. COMPLY 24 User 2655
------r------------------------------------------------- --- ----------
PERIMETER LOSSES F2 Insulation
Type Length Factor R -Val Depth Location/Ccmments-
--------- ----- ------ ----- ----- -----------------------
ZONE NAME = WHOLE HOUSE
Exposed , 202.0 0..90
ZONE NAME = SHOP .
Exposed 56.0 0.90
0.0 0'in WHOLE HOUSE
0.0 . 0 in SHOP
FENESTRATION SURFACES
SC
Act Glass
#
Type
Area
Frame
Div
U -Val
Azm Tilt Only
Location/Comments
ZONE NAME =WHOLE HOUSE
1-Wdw
Front (E) 40.0
Wood
No
0.55
90 90
0.88
WHOLE
HOUSE
2
Wdw
Front (E) 13.6
Metal
No
0.72
90 90
0.88
WHOLE
HOUSE
3
Wdw
Front'(E) 24.0
Metal
No
0.87
90 90
0.88
WHOLE
HOUSE,
4
Wdw
Front (E) 16.0
Metal
No
0.87
90 90
0.88
WHOLE
HOUSE
5
Wdw
Front (E) 12.0
Metal
No
0.72
90 90
0.88'WHOLE
HOUSE
6
Wdw
Front (E) 14.0
Metal
No
0.72
90. 90
0.88
WHOLE
HOUSE
7'Wdw
Left (S) 16.0
Metal
No
0.87
180 90
0.88
WHOLE
HOUSE
8
Wdw'Left.
(S) 6.0
Metal
No
•0.72
180 90
0.88
WHOLE
HOUSE
9
Wdw
Left (S) 15.0
Metal
No
0.72
180 90
0.88
WHOLE
HOUSE
-10
Wdw
Back (W). 66.0
Metal
No
0.64
270 .90,
0.57'WHOLE
HOUSE'
`•11
Wdw
Back (W) 40.0
Metal
No
0.87
270 90
0.88
WHOLE
HOUSE
12
Wdw
Back (W) 40.0
Wood
No
0.55
270 90
0.88
WHOLE
HOUSE.,
13
Wdw.Back
(W) 4.0
Metal
No
0.87
270 •90
0.88
WHOLE
HOUSE
14-Wdw
Back (W) .12.0
Metal
No,
0.87
270 90
0:88
WHOLE
HOUSE
15
Sky
Front (E) 32.0
Metal
No
0.80
90 0
0.57
WHOLE
HOUSE
ZONE NAME = SHOP
16
Wdw
Front (E) 24.0
Metal
-No
0.87.
90 90
0.88
SHOP
17
Wdw
Back (W)-16.0
Metal"No'
0.87
270 90
0.88
SHOP.
INTERIOR & EXTERIOR SHADING
#
Type Interior Shade Type
SC
Exterior
Shade
Type
SC '
1
Wdw'
Light•Blind
0.58
None
1.00
2
Wdw
None
1.00
None
1.00
3
Wdw
Light Blind
0.58
Standard
Bug
Screen
.0.87
4
Wdw
Light,Blind
0.58
Standard
Bug
Screen
0.87
5
Wdw
None
1.00
None
1.00
6
Wdw
None
1.00
None
1.00
7
Wdw
Light Blind
0.58
Standard
Bug
Screen
0.87
8
Wdw.
Light Blind
0.58
None
1.•00
9
Wdw
None
1.00
None
1.00
10
Wdw
Light Blind
0.58
Standard
Bug
Screen
„0.87
11
Wdw
Light Blind
0.58
Standard
Bug
Screen
0.87
12
Wdw
Light Blind
0.58
None
`1.00
13
Wdw
Light Blind
•0.58
Standard
Bug
Screen
0.87
14
Wdw
Light Blind
0.58
Standard
Bug
Screen
0.87
15
Sky
None
1.00.
None
1.00
COMPUTER METHOD.-SUMMARY
- -- - - - - - - - - - - - - -
- - - - - -•- - - - - -----------------------------------------
C-2R page 15 of 16
-
- -- -
Project Name: GEORGINA CLARKE
Date: 1/8/1997
Documentation: INSU-FORM,
INC.
COMPLY 24 User 2655
OVERHANGS/SIDE FINS
--Window-- -----Overhang------- ---Left Fin--- ---Right Fin--
Type Ht Wd Len
Ht LExt RExt Dist Len
Ht E•ist Zen Ht
1 Wdw 6.8 3.0 2.0
0.1 2.0 2.0 ;.
2 Wdw 6.8 1.0 2.0
0.1 2.0 2.0'
3 Wdw 6.0 4.0 2.0
0.1 2:0 2.0
4 Wdw 4.0 4.0 2.0
0.1"2.0 2.0
5 Wdw 4.6 2.0 -2.0
0.1 2.0 2.0
6 Wdw 2.5 4.0 2.0
10.1 2. 0• 2.0
7 Wdw 4.0, 4.0 2.0,
0.1 2.0 2.0
8 Wdw 1.0. 6.0 2.0
0.1 2.0. 2.0
9 Wdw, 2.5 1.5 2.0
0.1 2.0 2.0
10 Wdw 6.8 -5.0 2.0
0.1. 2.0 2.0
11 Wdw 6.8 6.0 2.0
0.1 2.0 2.0
12 Wdw 6.8 6.0 2.0
0.1 2:0 2.0
13 Wdw 1.0 4.0 2.0
0.1 2.0 2.0
14 Wdw 3.0 4.0' 2.0
0.1 2.0 2.0
15 Wdw 6.0 4.0 2.0
0.1 2.0 2.0
16 Wdw- 4.0 4.0 2.0
0.1 2.0 2.0
'THERMAL MASS Area Thick
Heat**
Inside Location
Type (sf) (in)
Cap Cond Form 3 Reference
R-Val. Comments
ZONE NAME-WHOLE HOUSE
Exposed Slab 2569 3.50
28 0.98 n/a
0
ZONE NAME.= SHOP
'
Exposed Slab 203 3.50
28 0.98 n/a
0
HVAC SYSTEMS Minimum Distrib Type Duct-TStat
System Type Efficiency and Location RVal Type
Location/Comments
Furnace 0.800,AFUE Ducts•in Attic' 4.2 SetBck
WHOLE HOUSE
SpltAirCond10.000 SEER-Ducts in.Attic 4.2 SetBck
Electric 6.600 HSPF Fan / No Ducting N/A SetBck
SHOP
RoomAirCond10.000 SEER Ducts in Attic 4.2 SetBck
. Water
No. Tank Ext.
WATER•HEATING SYSTEMS
_ Heater
in Energy Size •Insul
System Name- Distribution Type Type
Sys Factor (gal) R-Val
RHEEMGLAS ENG 44V50EM Standard StorGas
2 3.63 50.0' #12.0
AFUE
.
WATER HEATER EQUIPMENT DETAIL /Rec Rated
Stdby Tank Pilot
System Name -
System Type Eff Input
Loss R-Val'• Light
RHEEMGLAS ENG 44V50EM
DomesticHW 0.760 40000
0.036 0.0 -0
t s
APOINT SYSTEM SUMMARY
--------------------------------------------------------------w-------------
P -2R page 16
of 16
Project Name: GEORGINA CLARKE
Datei 1/8/1997
Documentation: INSU-FORM, INC.
r
COMPLY 24 User
2655
1
_
BUILDING DATA
'
-------------
Conditioned Floor Area 2.772 sqft.,'Number
of
Stories 1
Occupancy Type Single
Fam Det
SCORE CARD
Measure
Points
1. Roof Insulation
0.0347
(U -Value)
.-2
2. Wall Insulation
0.0377
(U -Value)
.3
3. Raised'.,Floor Insulation
0.0000
(U -Value)
3a. Controlled Vent Crawlspace
0.0
(R -Value)
-> -3 ,
` 4. 'Slab Edge Insulation
0.9000.
(f2 factor)_
"
5. Infiltration
Standard
0
6. Glass Heat Loss
0.73
14.1%
0
Sum 1-6
-2
-7. Fenestration Heat Gain
SC
Orientation Area % Glass,
Open
Eff %
SER
North 0.0 0.0
x_ 0.00 =
0.0
0.00 3
East 143.6 .5.2
x 0.67 =
3.5
0.68 -4
South 37.0 1.3
x 0.53 =
0.7
0.63 2
West 178.0 6.4
x 0.57 =
3.7
0.67 -4 '
Skylight 32.0 1.2
x 0.51 =
0.6
1.00 -4
8. Interior•Thermal Mass
4.60
7*
,
91. Exterior Wall Mass
0.00"
0
'
Sum -7-9
.0
10. Heating System
.0
1 Zonal -Control: No
11. Cooling System
w
1
12. Water Heating
=
1
Po=nt Total:
0
PLAN CHECK FOR 51-285 Calle Quito — Plan Check #2
You have submitted the same set of plans for review a second time. Please read the initial comments. The .
drawings as submitted are incomplete. The engineer provides analysis for Lag Screws without explanation .
of how the screws are used.
1. The plans are much too confusing to check as submitted There is contradictory informtion that
references the stress -skin panels as well as modifications for a fix as well as alternative plan. The WP
sheets should be omitted from the set and all applicable information transferred to a clean set. Indicate
a scope of work for those area's that require modification, cloud them and reference them clearly.
2. If you wish to follow your alterative and convert the structure to conventional constru--tion, you must
provide a revised set of drawing with all proprietary elements removed. The plans must reflect each
step as to how you plan to convert the structure with appropriate details referenced to tike plans.
.3. The revisions must be accompanied by analysis which is wet stamped by the engineer of record that
clearly explains how the conversion was made, how the load's developed in the roof diaphragm are
developed and connected to the foundation. Use sketches and load path diagrams as ne xssary to
explain completely
4. If you intend to use other than 2x stud framing at a maximum of 24" on center, you must provide an
explanation with supporting calculations for the modification to the initial system.as well as evidence
.of how the system will peiform. This includes, but is not limited to, a deflection_analysis for all shear
walls.
5. As noted in the original plan check, to conform to conventional constriction, the studs must be placed
in the plane of the load applied and must be connected to the double top plate and sole plate in a
manner indicated in Section 2326 of the Uniform Building Code. The method shown dbes not comply.
Placing flat studs on the surface of the sheathed wall and screwing the plywood from t><e backside,
does not provide sufficient lateral strength that the wall will act the same as a 2x stud Fall spaced at a
maximum of 24 inch on center. If you believe otherwise, you must provide the proof for evaluation.
6. Revise the original lateral analysis to conform to 1994 UBC provisions. Provide.a lateral analysis that
clearly compares wind and seismic in each designated line of shear. The method you have shown for
distribution of shear is for the determination of base shear only but is not necessarily sufficient to
analyze the distribution of worst case conditions to each wall. You must clearly show your math, so I
can understand where your numbers originate — if wind controls, you must reduce the resisting moment
by two-thirds. Your shear wall distribution makes the assumption that seismic controls by the use of a
reduction value 0.85. This is not generally true with lightweight one. story wood structures and will
vary depending upon depth of diaphragm and the diaphragm'aspect ratio. You must consider this at
each line of shear so that you can justify your load path
7. Your shearwall values for stress -skinned panels are no longer valid The allowable shear was based
upon a proprietary system that was to.have supporting test data for the values used. It is diff cult at best
totry and compare what is existing against what is required by conventional construction.
8. Provide a new shear wall schedule on the revised plans. Take out all references to shearwalls 1 through
8 as indicated on the WP plans. These no longer apply. Clearly indicate a detail for each type of wall
and how the wall is to be modified to obtain the code rated shearwall values. For exan;ple, you can not
obtain the value for 7/16" plywood on both faces of the wall if you intend to remove or cut through one
side to install additional studs. You must clearly show how the -wall will be repaired t® return the code
rated values for each side.
9. 1 asked on the original plan check that the corrections be submitted with a letter of explanation to
justify or answer each correction. I will not continue to plan check this set until I am omfident that the
engineer ofrecord has reviewed and responded to the .corrections.
10. Additional Corrections may follow. .
Jo
19�
PLAN CHECK FOR 51-285 Calle Quito — Plan Check #1
1. EXPLAIN IN WRITING WHAT MODIFICATIONS ARE BEING DONE AND WHY THEY ARE
NECESSARY. EXPLAIN WITH LOAD DIAGRAMS SHOWING ALL APPLIED LCADS,
ECCENTRICITIES, REACTIONS AND DEFLECTIONS, WHAT IS BEING ACCOMPLISHED BY
THE INSTALLATION OF A 2x6 BONDED AND CONNECTED TO THE FACE OF THE PANEL.
2. ALTERNATIVE MODIFICATIONS WILL CONVERT THIS RESIDENCE INTO A
CONVENTIONALLY FRAMED STRUCTURE. ENGINEER SHALL SPECIFY ALL SHEAR
WALL CAPACITIES, NAILING AND PANEL INFORMATION CLEARLY ON PLANS.
3.. WHERE 3/8 INCH STRUCTURAL GRADE 1 PLYWOOD IS USED, THE VALUES :MAY NOT BE
INCREASED TO THE EQUIVALENT OF %z INCH STRUCTURAL GRADE 1 PLYWOOD WHEN
STUDS ARE SPACED GREATER THAN 16 INCHES ON CENTER. ENGINEER SHALL
PROVIDE A SHEAR WALL SCHEDULE THAT INDICATES THE APPROPRIATE VALUES
USED IN THE DESIGN.
4. CLEARLY SHOW AN ELEVATION AND CROSS-SECTION OF THE EXISTING PANEL ON
THE STRUCTURAL DRAWINGS, AND SHOW WHAT MODIFICATIONS WILL BE
PERFORMED TO CORRECT DISCONTINUITIES AT EACH PANEL. .SHOW ALL STRAPS,
ANCHORAGE AND NAILS TO CORRECT THIS DISCONTINUITY.
5. YOUR ANALYSIS AND SKETCHES DO NOT CLEARLY SHOW WHAT YOU HOPE TO
ACCOMPLISH. PROVIDE SUFFICIENT ENGINEERING AND DRAWINGS TO S JPPORT
YOUR INTENDED GOAL.
6. USE THE ALTERNATIVE METHOD SHOWN ON YOUR DETAILS TO CONVERT THE
SYSTEM TO A CONVENTIONAL FRAMED WALL. REBALANCE THE STRUCTURAL
SYSTEM TO REFLECT THE SHEAR RESISTANCE BASED UPON CONVENTIONAL SHEAR
WALLS. PROVIDE ANALYSIS FOR UPLIFT, AND REQUIRED NUMBER OF ANCHOR
BOLTS PER WALL AS NEEDED TO RESIST FORCES IN EACH LINE OF SHEAF: BASED
UPON REVISED SHEAR WALL CAPACITIES.
7. PROVIDE AN ANALYSIS TO SHOW WHERE WIND OR SEISMIC GOVERN. OVERTURNING
MOMENTS (DEAD LOAD) SHALL BE INCREASED BY 1.5 OR DEAD-LOADRESISTING
MOMENTS REDUCED BY 2/3 FOR WALLS GOVERENED BY WIND IN ACCORDANCE. WITH
UBC SECTION 1619.1. INCLUDE THIS INCREASE IN YOUR CALCULATIONS.
8. PROVIDE A SHEAR DISTRIBUTION DIAGRAM TO MAKE THIS UNDERSTANDABLE.
CLEARLY INDICATE WHETHER SEISMIC OR WIND GOVERNS IN EACH LIN -5 OF SHEAR.
9. PROVIDE A NOTE AND SCHEDULE ON THE PLANS TO PROVIDE STRUCTURAL
OBSERVATION IN ACCORDANCE WITH SECTION 1702 -STRUCTURAL OBSERVATION
AND SECTION 220 OF THE UNIFORM BUILDING CODE 1994.
10. SHOW HOW DOUBLE TOP PLATES ARE SPLICED IN REMEDIAL CONSTRUCTION OR
VERIFY THAT PLATE SPLICES ARE IN COMPLIANCE WITH CHAPTER 2326 OF THE 1994
UBC FOR CONVENTIONAL CONSTRUCTION.
11. WE ARE ATTEMPTING TO CONVERT, THIS DESIGN WHICH WAS DONE USING
PROPIETARY PANELS THAT HAVE NOT BEEN APPROVED BY TESTING TO BE
CONVERTED TO A CONVENTIONAL SYSTEM. ALL PROVISIONS IN SECTION 2326 AND
CHAPTERS MUST BE COMPLIED WITH.
12. ADDITIONAL CORRECTIONS MAY FOLLOW.