06-1286 (AR) Title 24TITLE, 24 REPORT
t.
Title 24 Report for:
ETINGER ADDITION
78720 Avenida La Fonda
La Quinta, CA 92253
Project Designer:
LENCH DESIGN STUDIO INC
P O BOX 450
LA QUINTA, CA 92247-0450
760/564-1866
Report Prepared By:
VERNA LENCH
Lench Design Studio, Inc.
P.O. Box 450
• La Quinta, CA 92247-0450
• (760) 564-1866
CITY OF L,q WUIINITA�
BUILDING & SAFETY DEPT.
APPROVED
FOR CON TRUCTION
DAT 2 B
Job Number:
VL -1389
r
APR 2.0 2006 '
Date:
3/14/2006 By
The EnergyPro 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 2005 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC - www.energysoft.com.
EnergyPro 4.0 by EnergySoft Job Number: VL -1389 User Number: 5454
MIJ,
TABLE OF CONTENTS �
Cover Page.
Table of Contents
Form CF -1 R Certificate of Compliance'
Form MF -1 R Mandatory Measures Summary
Form WS -5R Residential Kitchen Lighting
HVAC System Heating and Cooling Loads Summary
Room Load Summary
Room Heating Peak Loads
Room Cooling Peak Loads
8
1
2
3
7
9
10
11
12
13
EnergyPro 4.0 by EnergySoft Job Number: VL -1389 User Number: 5454
Certificate Of Compliance:
Residential
(Part 1 of 3) CF -1 R
FTINr,FR ADDITION
Project Title
n/a
ft2
Raised Floor Area:
3/14/2006
Date
78720 AvPnida(_aFpnda
I a tlinta
695
ft2
Average Ceiling Height:
Project Address
,
Number of Dwelling Units:
1.00
Building Permit #
I Pnrh DP. -,'an Stalin,
Inr-
(760) 564-1866
Documentation Author
Telephone
Plan Check/Date
FneravPm
Compliance Method
15
Climate Zone
Field Check/Date
Source Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating
2.86
3.54
-0.68
Space Cooling
75.58
85.54
-9.97
Fans
11.35
12.96
-1.61
Domestic Hot Water
23.89
4.04
19.85
Pumps
0.00
0.78
-0.78
Totals
113.68
106.86
6.82
Building Type:
Standard:
a] Single Family
❑ Multi Family
Building Front Orientation:
Fuel Type:
Fenestration:
❑ Addition
❑ Existing + Add/Alt
(South)180 deg
Natural Gas
Area: 168 ft2 Avg. U: 0.40
Ratio: 24.2% Avg. SHGC: 0.33
BUILDING ZONE INFORMATION
Zone Name Floor Area Volume
OPAQUE SURFACES
Type Frame Area. Ll -Fac.
Rnnf Wnnd 691 0 09.9;
Wall Wnnd 107 0.074
Wall Wnnd 17 0.074
Wall Wnnd 913 0 074
Wall Wnnd 142 0.074
Wall Wnnd 376 0.074
Wall Wnnd 43 n n74
6.0%
Total Conditioned Floor Area:
695
ft2
Existing Floor Area:
n/a
ft2
Raised Floor Area:
0
ft2
Slab on Grade Area:
695
ft2
Average Ceiling Height:
10.0
ft
Number of Dwelling Units:
1.00
Number of Stories:
1
# of
Units Zone Type
Insulation Act. Gains Condition
Cay. Coht. Azm. Tilt Y / N Status JA IV Reference
R -IR 13-0 p ign 0
R-13 RAS An gn
R-13 R-4.3 -n 90
-13.13 R-4.5 An 90
R-13 R-4-5 n gn
_R13 R-4.5 270 gn
R-13 R-4.9; ign An
®❑Naw
®❑New
®❑
®❑New
®
®
®
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑New
❑New
❑New
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
Kew
Thermostat Vent
Type Hgt. Area
Setback n/a
Location / Comments
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Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R
ETINGER ADDITION 3/14/2006
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
# Type Area U -Factor' SHGCZ Azm. Tilt Stat. Glazing Type Comments
1
Sky449ht Front
(South) 4"0 Q5gfl NFRC n �a NFRC 180 0 New Skylght - Dual
GIa7e 70NF 1
2
Window Right
(East) 30.0 0.370 NFRC 0_32 NFRC 90 90 New IWC 5300 Vinyl/Low-E ZONE 1
3
Window Right
(East) 30.0 0.370 NFRC 0_32 NFRC 90 90 New IWC 5300 Vinyl/Low-E
ZONE 1
4
Window Right
(East) 40.0 0.370 NFRC 0_32 NFRC 90 90 New IWC 5300 Vinyl/Low-E
ZONE 1
5
Window Rear
(North 4.5 0.370 NFRC 0_32 NFRC 0 90 New IWC 5300 Vin)l/Low-E
ZONE 1
6
_Window Rear
(North) 6.0 0_370 NFRC 0_32 NFRC 0 90 New IWC 5300 Vinyl/Low-E
ZONE 1
L
Window Rear(North)
7.5 0_700 NFRC JIM NFRC 0 AQ New Glass Block
ZONE 1
8
Window Left
(West) 7.5 0.700 NFRC 0_38 NFRC 270 90 New Glass Block
ZONE 1
5
Window Left
(West) 12.0 0_370 NFRC0_32 NFRC 270 90_ New IWC 5300 Vinyl/Low-E
ZONE 1
-M
Window Left
(West) 4.5 0_370 NFRC0_32 NFRC 270 90 New I_WC 5300 Vinyl/Low-E
ZONE 1
1
Window Left
(West) 12.0 0_370 NFRC 0_32NFRC 270 90 New IWC 5300 Vinyl/Low-E ZONE 1
12
Window Left
(West) 4.5 0.370 NFRC 0_32 NFRC 270 90 New IWC 5300 Vinyl/Low-E
ZONE 1
1,3.
Window Left
(West) 6.0 0_370 NFRC JIM NFRC 270 q0_ New IWC 5300 Vinyl/Low-E
ZONE 1
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613.
INTERIOR AND EXTERIOR SHADING Window Overhang
# Exterior Shade Type SHGC Hgt. Wd. Len H t LExt RExt Dist
Left Fin Right Fin
Len H t Dist Len H t
1
2
3
4
5
6
8
9
10
11
12
13
None
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
1.00
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside Condition Location/
Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments
PERIMETER LOSSES Insulation Condition Location/
Type Length R -Val. Location JA IV Reference Status Comments
Slab Perimeter 106 None No Insulation 26-A1 New ZONE 1
Run Initiation Time: 03/14/06 09.17.27 Run Code: 1142356647
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Certificate Of Compliance: Residential (Part 3 of 3) CF -1 R
ETINGER ADDITION 3/14/2006
Project Title Date
HVAC SYSTEMS
Heating Minimum Cooling Minimum Condition Thermostat
Location Type Eff Type Eff Status Type
HVAC Split Heat Pump 4.20 HSPF No Cooling 13.0 SEER New Setback
HVAC DISTRIBUTION
Duct Duct Condition Ducts
Location Heating Cooling Location R -Value Status Tested?
HVAC Ducted Ducted Outdoors 4.2 New Yes
Hydronic Piping Pipe Pipe Insul.
System Name Length Diameter Thick.
WATER HEATING SYSTEMS Ratedl
Tank
Energy
Standbyl Tank Insul.
Water Heater # in Input
Cap.
Condition Factor
Loss R -Value
System Name Type Distribution Syst. (Btu/hr)
(al)
Status or RE 1
(%) Ext
EEMAX'EX190T Large Elec. Recirc/Time+Temp 2 50,000
0
New 0.83
4.00% 0.0
Multi -Family Central Water Heating Details
Hot Water Pump Hot Water Piping Length (ft) Add 1/2"
Control # HP Type In Plenum Outside Buried Insulation
1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor.
For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency.
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of
Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility.
The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,
and building envelope sealing require installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) Documentation Author
Name: Name: VERNA LENCH
Title/Finn: LENCH DESIGN STUDIO INC Title/Firm: Lench Design Studio, Inc.
Address: P O BOX 450 Address: P.O. Box 450
LA UINTA CA 922 0 La Quinta. CA 92247-0450
Telephone: 0/564-1866 Telephone: 760 564-1866
Lic. #:
41
(signat e) (date) (signature)
(date)
Enfo ement Agency
Na e:
Title/Firm:
Address:
Telephone:
(signature/stamp) (datel
Certificate Of Compliance: Residential (Addendum) CF -1 R
ETINGER ADDITION 3/14/2006
Project Title Date
Special Features and Modeling Assumptions
The local enforcement agency should pay special attention to the items specified in this checklist. These items require special
written justification and documentation, and special verification to be used with the performance approach. The local enforcement
agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the
3uaquacy or ure speciai jusuricauon ano oocumentation suominea.
HERS Required Verification'
Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC-
Plan I Field
o FFl YV6Y IILnV PFQJ111YV1 45111a VGV Oppr YVVu LUMMia cmurul vanncauon metnoas anu must oe reportea on the Lr -4R
installation certificate.
Plan
Field
The HVAC System "HVAC" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R.
The HVAC System "HVAC' incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve.
4
M -M
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Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R
NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supercedes the items marked with and asterisk (') below. When this checklist is incorporated into the permit
documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are
shown elsewhere In the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE -
applicable. N/A DESIGNER MENT
Building Envelope Measures
§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling.
❑
❑X
❑
§ 150(b): Loose fill insulation manufacturer's labeled R -Value:
❑
❑X
❑
§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not
❑
a
❑
apply to exterior mass walls).
§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor.
❑X
❑
❑
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
❑
❑X
❑
a. closable metal or glass door covering the entire opening of the firebox
❑
❑X
❑
b. outside air intake with damper and control, flue damper and control
❑
❑X
❑
2. No continuous burning gas pilot lights allowed.
❑
❑X
❑
§ 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual.
Q
❑
❑
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
❑
❑X
❑
§ 150(1): Slab edge Insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor
❑
❑X
❑
permeance rate no greater than 2.0 perm/inch.
❑X
❑
❑
§ 118: Insulation specified or installed meets insulation Installation quality standards. Indicate type and include
El
N
El
Form:
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls.
❑
❑X
❑
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
❑
❑X
❑
2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain
❑
RX
❑
Coefficient (SHGC), and infiltration certification.
❑
RX
❑
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
❑
❑X
❑
Space Conditioning, Water Heating and Plumbing System Measures
§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission.
❑
❑X
❑
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
❑
❑X
❑
§ 150(i): Setback thermostat on all applicable heating and/or cooling systems.
❑
❑X
❑
§ 1500): Water system pipe and tank insulation and cooling systems line insulation.
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation
❑
❑X
❑
having an installed thermal resistance of R-12 or greater.
2. Back-up tanks for solar systems, unfired storage tanks, or other Indirect hot water tanks have R-12 external
❑
❑X
❑
insulation or R-16 internal insulation and Indicated on the exterior of the tank showing the R -value.
3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness:
1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire
❑
❑X
❑
length of recirculating sections of hot water pipes shall be insulated to Table 150B.
2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and
❑
❑X
❑
indirect hot water tank shall be insulated to Table 150-B and Equation 150-A.
4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A.
❑X
❑
❑
5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance,
❑
❑X
❑
and wind.
6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed
❑
❑X
❑
entirely in conditioned space.
7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation.
❑
RX
❑
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Page:7 of 14
Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent
compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below. When this checklist is incorporated
into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory
measures whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE -
applicable. N/A DESIGNER MENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§ 150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ ❑X ❑
605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of
R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system
that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements
of UL 723. If mastic or tape is used to seal openings greater than 114 inch, the combination of mastic and either mesh
or tape shall be used.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than
❑
❑X
❑
sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and
❑
Q
❑
support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause
❑
❑X
❑
reductions in the cross-sectional area of the ducts.
❑
®
❑
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive
❑
®
❑
duct tapes unless such tape is used in combination with mastic and draw bands.
❑X
❑
❑
4. Exhaust fan systems have back draft or automatic dampers.
❑
®
❑
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating
❑
®
❑
dampers.
❑X ❑ ❑
dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment
❑
®
❑
maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water
retardant and provides shielding from solar radiation that can cause degradation of the material.
7. Flexible ducts cannot have porous inner cores.
❑
®
❑
§ 114: Pool and Spa Heating Systems and Equipment
1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑X ❑
heater, weatherproof operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
❑
®
❑
b. Cover for outdoor pools or outdoor spas.
❑
Q
❑
3. Pool system has directional inlets and a circulation pump time switch.
❑
❑X
❑
§ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously
❑
®
❑
burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)
always on option.
§ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are
❑ ❑X ❑
§ 118 (i): Cool Roof material meets specified criteria
❑X
❑
❑
Lighting Measures
680 locations) OR are controlled by occupani sensors with integral photo control certified to comply with Section 119(d).
§ 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table
❑
®
❑
150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are
❑X ❑ ❑
dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section
electric and have an output frequency no less than 20 kHz.
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§ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C,
❑ ❑X ❑
luminaire has factory installed HID ballast.
§ 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined
❑ ❑X ❑
in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires,
provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires.
§ 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires.
❑ ❑X ❑
OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d).
§ 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms
shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are
❑ ❑X ❑
controlled by an occupant sensor that complies with Section 1'19(d) that does not tum on automatically or have an
always on option.
§ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are
❑ ❑X ❑
certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals.
'
§ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the
❑ ❑X ❑
same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article
680 locations) OR are controlled by occupani sensors with integral photo control certified to comply with Section 119(d).
§ 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147.
❑X ❑ ❑
Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146.
§ 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more
❑X ❑ ❑
dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section
119(d).
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Page:8 of 14
Residential Kitchen Lighting Worksheet WS -5R
ETINGER ADDITION 3/14/2006
Project Title Date
At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires
as defined in Table 150-0. Luminaires that are not high efficacy must be switched separately.
'Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens.
High Efficacy
Luminaire Type High Efficacy? . ' Watts Quantity Watts Other Watts
Yes 7 No F x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Yes No x = or
Total A: 0 B: 0
COMPLIES IF A z B YES ® NO ❑
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HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
ETINGER ADDITION 3/14/2006
SYSTEM NAME
HVAC FLOOR AREA
695
Number of Systems
2
Heating System
Output per System
18,000
Total Output (Btuh)
36,000
Output (Btuhlsgft)
51.8
Cooling System
Output per System
0
Total Output (Btuh)
0
Total Output (Tons)
0.0
Total Output (Btuh/sgft)
0.0
Total Output (sgft/Ton)
0.0
Air System
CFM per System
855
Airflow (cfm)
1,710
Airflow (cfm/sgft)
2.46
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.00
Note: values above given at ARI conditions
:ATING SYSTEM PSYCHROME
26.0 OF 69.5 OF
Outside Air 0
0 cfm
Supply Fan
1710 cfm
69.5 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
Sensible
Latent
CFM
Sensible
588
13,827
1,443
Ll040
12,509
0
1,661
956
0
0
0
0
0
0
0
0
0
1,6611
956
17,1501 1 443 1 14,4211
FUJITSU 18RC 0 0 22,485
Total Adjusted System Output �� 22,a85
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
KIG, (Airstream I el
69.5 OF 81.8 OF
� If!
Heating Coil
h Return Air Ducts 11
n
Supply Air Ducts
81.3 of
ROOMS
70.0 of
(COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
111.0 177.6 of
Outside Air
0 cfm
78,9/62.8 of
78.9162.8 of 78.9162.80F . 55.0/53.70F
Supply Fan Cooling Coil
1710 cfm
Return Air Ducts
-� Supply Air Ducts
55.9/54.1oF
42.0% R.H. ROOMS
78,0/62,5 of
EnergyPro 4.0 by EnergySoft User Number: 5454 Job Number: VL -1389 Page: 10 of 14 1
ROOM LOAD SUMMARY
PROJECT NAME
ETINGER ADDITION
DATE
3/14/2006
SYSTEM NAME
HVAC
FLOOR AREA
695
ROOM LOAD SUMMARY
ROOM COOLING PEAK
COIL COOLING PEAK
COIL HTG. PEAK
ZONE NAME
ROOM NAME
Mult.
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
LATENT
CFM
SENSIBLE
ZONE 1
ZONE 1
1
588
13,827
1,443
588
13,827
1,443
1,040
12,509
PAGE TOTAL 1 588 13,827 1,443
TOTAL 1 588 13,827 1,443
1,040
12,509
1,040
12,509
EnergyPro By EnergySoft User Number: User Job Number: VL -1389 Page: 11 of 14
ROOM HEATING PEAK LOADS
Project Title Date
ETINGER ADDITION 3/14/2006
Room Information Desicin Conditions
Room Name ZONE 1 Time of Peak Jan 12 am
Floor Area 695 Outdoor Dry Bulb Temperature 26OF
Indoor Dry Bulb Temperature 70 OF
Conduction Area U -Value AT of Btu/hr
Items shown with an asterisk ('r) denote conduction through an interior surface to another room. Page Total: 10 113
Infiltration: 1.00 x 1 A64 x 695 x 10.00 x 0.442 / 6] x 0 = 2 3g7
chedule Air Sensible Area Ceiling Height ACH pT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 10,113
EnergyPro 4.0 by EnergySoft User Number: 5454 Job Number: VLA 389 Page: 12 of 14
691.0
X
X
x
x
x
X
x
X
X
X
x
X
X
X
x
X
X
X
X
X
X
X
x
x
x
x
x
x
x
X
x
x
X
x
X
x
X
xX
X
0.0250
X
x
X
X
x
X
X
X
X
X
X
X
X
X
x
X
X
X
X
X
x
x
X
x
x
x
X
x
X
x
x
X
X
x
X
x
x
x
44
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
760
4.0
0.5900
44
104
perimeter = 106.3
0.7300
44
3,414
107.0
0.0743
44
350
30.0
0.3700
44
488
17.0
0.0743
44
56
213.0
0.0743
44
697
30.0
0.3700
44
488
40.0
0,3700
44
651
142.0
0.0743
464
4.5
0.3700
44=73
6.0
0.3700
44
98
7.5
0.7000
44
231
376e5
0.0743
44=
1,231
7.5
0.7000
44=9141
12.0
0.3700
44
195
4.5
0,3700
44
73
12.0
0.3700
44=195
4.5
0.3700
44
73
6.0
0.3700
44
98
43-0
0,0743
44
141
P
Items shown with an asterisk ('r) denote conduction through an interior surface to another room. Page Total: 10 113
Infiltration: 1.00 x 1 A64 x 695 x 10.00 x 0.442 / 6] x 0 = 2 3g7
chedule Air Sensible Area Ceiling Height ACH pT
Fraction
TOTAL HOURLY HEAT LOSS FOR ROOM 10,113
EnergyPro 4.0 by EnergySoft User Number: 5454 Job Number: VLA 389 Page: 12 of 14
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Surfaces
R-13 Wall w/1" EPS Interior
R-13 Wall w/1" EPS Interior
R-13 Wall w/1" EPS Interior
R-13 Wall w/1" EPS Interior
R-13 Wall w/1" EPS Interior
Orientation
Area
X
X
X
X
X
X
X
X
X
X
X
X
U -Factor
X
X
X
X
X
X
X
X
X
X
X
X
CLTD 1
=
=
=
=
=
=
=
691.0
0.0250
56.0
107.0
0.0743
33.0
159.0
0.0743
23.0
213.0
0.0743
33.0
376.5
0.0743
33.0
43.0
0.0743
26.0
38.3
East
0.0
19.3
40.0
38.3
North
0.0X
19.3+
4.5X
19.3=
North
0.0x
19.3+
6.0x
19.3=
North
0.0
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Skylight
Window 5060 XO
Window 5060 XO
Window 2680 2 FR DR
Window 1060 2 FO
Window 2030 XO
Window 2630 GL BLK
Window 2630 GL BLK
Window 2060 SH
Window 1016 3 FO
Internal Gain
Occu ants 4
E ui ment 1
gage I otal
Orientation
Shaded
Area
X
X
X
x
x
x
X
GLF
+
+
+
+
+
+
+
Unshaded
Area
X
X
X
X
x
X
X
Page
GLF
=
=
=
=
=
(Skylight)
0.0x
26.4+
4.0x
77.8=
East
0.0
19.3
30.0
38.3
East
0.0
19.3
30.0
38.3
East
0.0
19.3
40.0
38.3
North
0.0X
19.3+
4.5X
19.3=
North
0.0x
19.3+
6.0x
19.3=
North
0.0
28.1
7.5
28.1
West
0.0
28.1
7.5
50.7
West
0.0
19.3
12.0
38.
West
0.0x
19.3+
4.5x
Total
Btu/hr
Btu/hr
Btu/hr
X Occupants X 230 Btuh/occ. = 920
X Dwelling Units X 1,6001 Watts/Sgft = 1 600
Infiltration: 1.064 X 1.16 X 44.04 X = 1852
Air Sensible CFM ELA DT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,827
Latent Gain Btu/hr
Occu ants r4 X Occupants X 2001 Btuh/occ. = 800
Infiltration: 4 771 X 1.16 X 44.04 X 0.00263 = 643
Air Latent CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,443
EnergyPro 4.0 by EnergySoft User Number. 5454 Job Number: VL -1389 Page: 13 of 14
(25SIDENTIAL ROOM COOLING LOAD SUMMARY
Project Title Date
ETINGER ADDITION 3/14/2006
Room Information Desi n Conditions
Room Name: ZONE 1 Outdoor Dry Bulb Temperature: 780F
Floor Area: 695 sf Outdoor Web Bulb Temperature: 1120F
Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 340F
surfaces
Orientation Area U -Factor CLTD 1
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Internal Gain
Occu ants D41E ui ment
Fuge I otal
Orientation
x
x
x
x
x
x
x
x
x
x
xx
x
X
X
X
X
x
x
X
x
x
X
X
x
x
x
x
x
x
x
x
x
x
x
+
+
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
X
x
X
X
x
X
X
x
X
X
GLF
West
0.0
19.3
12.0
38.3
West
0.0
19.3
4.5
38.3
West
0.0
19.3
6.0
38.3
Items shown with an asterisk (') denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Fenestration
Internal Gain
Occu ants D41E ui ment
Fuge I otal
Orientation
Shaded
Area
X
X
X
X
x
x
X
x
x
X
X
GLF
+
+
+
+
+
+
+
+
+
+
+
Unshaded
Area
x
X
x
X
X
x
X
X
x
X
X
GLF
West
0.0
19.3
12.0
38.3
West
0.0
19.3
4.5
38.3
West
0.0
19.3
6.0
38.3
1
X Occupants X 230 Btuh/oCC. =
x Dwelling Units X 1,6001 Watts/sqft =
Page Total
Btu/hr
_ 0
Btu/hr
459
172
230
861
Btu/hr
920
1,6001
Infiltration: 1.064 X 16 X 44.04 x = 1852
Air Sensible CFM ELA OT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,827
Latent Gain
Occupants F-41 X Occupants X 200 l3tuh/OCC. _
Btu/hr
800
Infiltration: 4 7 X 1.16 X 44.04 X 0.00263 = 643
Air latentt CFM ELA pW
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,443
EnergyPro 4.0 by EnergySoft User Number: 5454 Job Number: VL -1389 Pa e:14 of 14
Bin # •
City of La Quinta
— "f_ Building U Safety Division
Permit !i' P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760)'777-7012
• 12 Building Permit Application and Trackin She
. g et
Project Address:tn7.
Owner's C
A. P. Number.. _ d
9&ZEM) ad
Legal Description: p:
—�
Contractor: Telephone:
Address:
C99 Project Description:
City, ST, Zip:
Telephone: S
State Lie. # : City Lie. #:
rAlk 1.
Arch, Engr., Designer: j, o
To Z�qv
Address: 0
City, ST, Zip: O
Telephone: Construction Type: Occupancy:
P c3':
State Lie. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: Sq. Ft.: #Stories: #Units:
Telephone # of Contact Person — p Estiinated Value of Project:
A PLICANT: DO NOT WRITE BELOW THIS UNE
# Submittal Req'd _ Rec'd TRACKING .- PERMIT FEES
Plan Sets Plan Check submitted Item
Amount
Structural Cates. Reviewed, ready for corrections Plan Check Deposit
Truss Cl" A Ad Z Called Contact Person
Plan Check Balance
Energy .Cales. Plans picked up Construction
Flood plain plan Pians resubmitted Mechanical
Grading.plan 2' Review, ready for correctionsassue Electrical
Subcontactor List Called Contact Person Plumbing
Grant Deed 'Plans picked up $.M.I.
II.O.A. Approval 5Reiady
ed . .
Grading
. IN HOUSE:- for corr tionsrssue
Developer Impact Fee.. ;
Planning Approval erson
1 a0 A.I.P.P.
Pub. Wks. Appr ssue
School Fees
Xotal Permit. Fees ,.
Job
Truss
Truss Type
Cry
Ply
Addition
1706-0168
A02
QUEENPOST
7
1
FcEI,,,n.,er
Repair 22918 - Joaquin Rubio
ference o tional
A.C. Houston, Indio, CA - 92201, 6.300 s Jan 10 2006 MiTek Industries, Inc. Fri Oct 13 13:38:012006 Page 1
-1-4-0 4-11-12 8-8-0 12-4-4
17-4-0 18-8-0
1-4-0 4-11-12 3-8-4 3-8-4
4.4 =
"
4
4-11-12 1-4-0
a 6:718'
C. •v8N
4.W ,z U4 e u4
3 8
WI
r �
2
8
rIId
33p1f 30
7*=
ADD ON
8-8-0 17-4-0
8-8-0 8-8-0
LOADING (psf)
SPACING 2-9-0
CSI
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.40
Vert(LL) -0.15 6-8 >999 240
MT20 197/144
TCDL 14.0
Lumber Increase 1.25
BC 0.92
Vert(TL) -0.32 2-8 >648 180
BCLL 0.0
Rep Stress Incr NO
WB 0.18
Horz(TL) 0.06 6 n/a n/a
BCDL 8.0
Code UBC97/ANSI95
(Matrix)
Weight: 56 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3--1 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTE
WEBS 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=11127/0-3-8,13=1127/0-3-8
Max Horz 2=89(load case 5)
Max Uplift2=-186(load case 3), 6=-186(load case 4)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0139,2-3=-2185/240,3-4=-1629/134, 4-5=-1629/134, 55=-2185241, 6-7=0/39
BOT CHORD 2-8=-198/1999,6--8=-1l30/1999 1
WEBS 3-8=-584/196, 4-6=01682, 5-8=584/198
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.4 psf tap chord dead load and 4.8 psf
bottom chord dead load, in the extedor(2) zone roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-95 per
UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. Lumber DOL=1.33 plate
grip DOL=1.33 Plate metal DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 2 and 186 Ib uplift at joint 6.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 2-6=-22,1-4=-94, 4-7=-93
NEW CSI's AND DEFL.
CSI DEFL in (loc) I/deft Ud
TC 0.36 Vert(LL) -0.11 2-8 >999 240
BC 0.68 Vert(TL) -0.25 2-8 >805 180
WB 0.17 Horz(TL) 0.06 6 n/a n/a
(Matrix)
NEW BRACING
TOP CHORD Sheathed or 3-0-12 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NEW REACTIONS AND FORCES
REACTIONS (Ib/size) 2=1189/0-3-8,6=1169/0-3-8
Max Horz 2=89(load case 5)
Max Uplift2=-195(load case 3), 6=-192(load rase 4)
FORCES (lb) -Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/39, 2-3=-2320265, 3-4=-1774/152, 4-5=-1773/152, 5-6=-2307264, 6-7=0/39
BOT CHORD 2-9=-2242125, 9-11=-224/2125, 8.11=-2242125, 8-10=-1542109, 6-10=-1542109
WEBS 3.8=-571206, 4.8=0/743, 55=554/204
NEW NOTES
O/V
��'N
C /Y
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1951b uplift at joint 2 and 192 lb uplift at joint 6.
� i
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
NEW LOAD CASES
i
'LOAD
(9 NO. C62668 m
CASE(S) standard
1) Regular. Lumber Increase=1.25, Plate Increase=1.25
IJJ Exp. 6-30-08 M
Uniform Loads (plf)
Vert: 2-11=-22, 8-11=55(F=-33), 6-8-22,14=-94, 4-7=-93
General Repair Notes
�! CIVIL �P
1) This repair is for adding a 33p1f load to the b.c. at 5-" to 8-0-0 from the left end.
9�
All other lumber and plates are intact and undisturbed.
Ol��
OF CAL\F
to
2) Shore truss to original geometry prior to repair.
3) Attach 2x4 or SPF #2 add on nailed to ONE face of truss w/10d gun nails (0.131" dia.
by 3" long) 2 row(s) @ 9" o.c. Nails to be placed with sufficient edge distances
and end distances as to prevent splitting of wood members. Do not damage repair.
October 16, 2006
4) Mechanical, K in the way, is to be relocated to accommodate repair.
This repair was designed using a description of existing conditions as provided by others.
The truss designer performs no field inspection of trusses.
Job
Truss
Truss Type
Qty
Ply
tc Etinger Addition
,
Repair 22919 -Joaquin Rubio
IT06-0168
B02
QUEENPOST -
14
1
-
Job Reference (optional)
A.C. Houston, Indio, CA - 92201. 6.300 s Jan 10 2006 MTek
Industries, Inc. Fri Oct 13 14:11:10 2006 Page 1
-1-4-0 4-4-14 B-0-0 11-7-2
16-0-0 17-4-0
14-0 4-4-14 3-7-244a= 3-7-2
4-4-14 1-4-00
ao.6
c4 • ve i.
4.W,: we
GUSSETS 3 w, 5
2 _
GUSSETS
6
]-0O
33plf
,4�O I
8-0-0 16-0-0
,� I
8-0-0 B-0-0
LOADING (psf)
SPACING 2-9-0
CSI
DEFL in (loc) Well L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.32
Vert(LL) -0.11 6.8 -999 240
MT20 197/144
TCDL 14.0
Lumber Increase 1.25
BC 0.80
Vert(TL) -0.24 6-8 -801 180
BCLL 0.0
Rep Stress Incr NO
WB 0.15
Horz(TL) 0.05 6 n/a n/a
BCDL 8.0
Code UBC97/ANSI95
(Matrix)
Weight: 52 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-11-5 oc purlins.
,
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
WEBS 2 X 4 SPF No.2
REACTIONS (Ib/size) 2=1050/0-3-8, 6=1050/0-3-8 NOTE
Max Horz 2=84(load case 5)
Max Uplift2=-178(load case 3), 6=-178(load case 4)
FORCES (lb) -Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/39, 2-3=-2008/220, 3-4=-1498/122, 4-5=-1498/122, 5-0=-2008/221, 6-7=0/39
BOT CHORD 2-8=-102/1837,6-8=-1 18/1837
WEBS 3-8=-535/180, 4.8=0/604, 5.8=-535/181
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 8.4 psf top chord dead load and 4.8 psf
bottom chord dead load, in the exterior(2) zone roof zone on an occupancy category Il, condition I enclosed building, with exposure C ASCE 7-95 per
UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. Lumber DOL=1.33 plate
grip DOL=1.33 Plate metal DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 Ib uplift at joint 2 and 178 Ib uplift at joint 6.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ,
Uniform Loads (plf)
Vert: 2.6=-22, 14=-94, 4-7=-93
NEW CSI's AND DEFL.
CSI DEFL in (loc) I/defl L/d
TC 0.37 Vert(LL) -0.12 2-8 >999 240
BC 0.88 Vert(TL) -0.28 2-8 >670 180
WB 0.15 Horz(TL) 0.05 6 n/a n/a
(Matrix) '
NEW BRACING
TOP CHORD Sheathed or 3-9-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
NEW REACTIONS AND FORCES
REACTIONS (Ib/size) 2=1109/0-3-8,6=1090/0-3-8
Max Horz 2=84(load case 5)
Max Uplift 2=-187(load case 3), 6=-184(load case 4)
FORCES (lb) -Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/39, 2-3=-2157/242, 3.4=-1638/142, 4-5=-1637/142, 5-0=-2136/240, 6-7=0/39
BOT CHORD 2-9=-203/1979, B-9=-203/1979, 6-8=-135/1956
WEBS 3-8=-545/181, 4-8=0/671, 5-8=-520/179
NEW NOTES
oy
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 Ib uplift at joint 2 and 184 Ib uplift at joint 6.
p.N C. &
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
�Q 7(e F�
NEW LOAD CASESc
LOAD CASE(S) Standard
fj NO. C62668 m
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
w Exp. 6-30-08 m
Uniform Loads (plf)
QC X
Vert: 2-9=-22, 8-9=-55(F=-33), 6.8=-22, 1-0=-94, 4-7=-93
General Repair Notes
1) This repair is for adding a 33p1f load to the b.c. at 5-6-0 to B -M from the left end.
til Q
�9 CIVI1-
All other lumber and plates are intact and undisturbed.
2) Shore truss to original geometry prior to repair.
OF CAUF�Q
3) Attach 15/32 OSB (32/16) or h" plywood Str. 1 gussets nailed to EACH face of truss
w/ 10d gun nails (0.131" dia. By 3" long) 1 row(s) (d 3" o.c. staggered
and clinched. Nails to be placed with sufficient edge distances and end distances as to
prevent splitting of wood members. Do not damage repair.
October 16, 2006
4) Mechanical, if in the way, is to be relocated to accommodate repair.
This repair was designed using a description of existing conditions as provided by others.
The truss designer performs no field inspection of trusses.