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04-5040 (CSCS) Title 24TITLE 24 REPORT Ai Y Title 24 R�port for: Lamppost Pizza and.Backstreet Brewery One Eleven La Quinta Center La Quinta, CA 92253 Project Designer: �Carl Cox, A,.I.A. Architect 81-557 Dr. Carreon Boulevard Indio, CA 92201 760-347-4007 . I Report Prepared By: Dave Cel I mer, P.E. EquitySoec Consultilng Engineers, Inc. 4508 N. Sierra Way Suite 115 San Bernardino, CA 92407 (909) 881-7278 Job Nuinber: CITY OF LA QUINT..' I . BUILDING & SAFETY DEP" 03025 APPROVED FOR CONSTRUCTION Date: DATE* BYZ! 10/12/2003 7b-77,2 /it The En6rj'yPro 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 2001 Building Energy Efficiency -Standards. This program developed by Ener gySoft, LLC (415) 883-5900. 'EnergyPro 3.1 By EnergySoft Job Number: 03025 User Number: 4582 lot cs CON N TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV-M,M Envelope Mandatory Me6sures Form MECH-MM Mechanical Mandatory -Measures 1 2 3 12 13 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 !PROJECT NAME Lamppost Pizza and Backstreet Brewery ,PROJECT ADDRESS One Eleven La Quinta Center La Quinta PRINCIPAL DESIGNER - ENVELOPE Carl Cox, A.I.-A. Architect 00CUMENTATION AUTHOR I EquitySpec Consulting Engineers, Inc. TELEPHONE 760-347-4007 TELEPHONE (909) 881-7278 DATE 10/12/2003 Building Permit # Checked by/Date Enforcement Aciencv Use lGENERAL INFORMATION I DATE OF PLANS it), 1+0 IBUILDING CONDITIONED FLOOR AREA -4-194k� 5,33OSq CLIMATE ZONE 15 Ft. BUILDING TYPE X1 NONRESIDENTIAL HIGH RISE RESIDENTIAL E] HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION [X] NEW CONSTRUCTION E] ADDITION F-1 ALTERATION EXISTING + ADDITION is Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and of the State Building Code. This certificate applies only to a BuiIdi9&'th5iA',The� performance compliance approach. I nnwin (,nIr-nnr 1--) 97 DATE IN I & -.-2 The Principal Designers hereby certify that the proposed building design represented in the construction document�;nd m'od W-1 for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets'the energy efficiency requirements of the State Building Code, Title 124, Part 6. ENV. LTG. MEC F-]F—sign thisxbLument as the person responsible for its preparation; and that I am licensed as a civil engineer, L —1 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to CZ;6-c�aniical engineer,3ectrical engineer or architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have'contracted to perform. F-1 F-1 17 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) JENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Require I � �0 s E Njq/1' PRINCIPAL ENVELOPE DESIGNER - NAME SIG C 0 QnT E Carl Cox, A.I.A. Architect IX I ILIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ILighting Compliance Not In The Scope Of Required Forms FThis�-S'ubm-iftal PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE IMECHA NICAL COMPLIANCE —7 IIndicate location on plans of Note Block for Mandatory Measures Required Forms IMEQH 1 1, MECH-2, MECH-3 - PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE JILIC NO. DATE '�Equ#tySpec Consultin En ineers., In lEnergyPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Page: 3 of 14 PERFORMANCE C.ERTIFICATE OF COMPLIANCE faft 2 of 3 PERF -11 DATE Lamppost Pizzaand Backstreet br'6"w'ery 10/12/ ANNUAL SOURCE ENERGY USE SUMMARY, (IkBtu/sqft-yr)� Standard Proposed 1 Compliance ENERGY COMPONENT Design Design Margin ffflffi.-.di�aZ�� mtp---- Space Heating 3.43 0.68 -Q Space Cooling 82.63 61.58 21.05 11ndoor Fans 40.19 48.41 -8.22 _2 x Heat Rejection 0.00 0100 i 0.00 g�g Pumps & Misc. 0.00 0.00 0.00 Domestic Hot Water 0.00 0.00 0.00 Lighting' 38.67 38.67 0.00 00 Receptacle 14.52 14.52 0.00 Process 0.00 0.00 0.00 -191 MM 10INTIM A 'i TOTALS; 179.44 165.93 13.51 0"S"BRO-61R.-ML LO BUILDING COMPLIES GENERAL INFORMATION Building Orientation (North) 0 de� Conditioned Floor Area 5,330 sqft. Number of Stories 11 Unconditioned Floor Area 0 sqft. ..Number of Systems 6 Conditioned Footprint Area 0 sqft. Number of Zones Orient.a.tion Gross Area Glazing Area Glazing Ratio Front Elevation i (North) 1,080 sqft. 162 sqft. 15.0% Left, Elevation (East) 810 sqft. �324 sqft. 40.0% Rear Elevation (South) 1,080 sqft. 0 sqft. 0.0% Pight Elevation (West) 36 sqft. 1201 sqft. 27.5% Total sqft. 6061 sqft. Roof sqft. sqft. Standard Proposed Lighting Power Density 1.314 'Nlsqft. 1.314 W/sqft. Prescriptive Env. Heat Loss 836� 783 Prescriptive Env. Heat Gain 97,172 98,124 Remarks: Run Initiation Time: 10/12/03 13:38:46 Run Code: 1065991126 Energypro 3.1 By EnergyS. ft User Number: 4582 - Job Number: 03025 PageA of 14 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Lamppost Pizza and Backstreet Brewery DATE ' 10/12/2003 IZONE INF5—RMATION Sys - tem Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)l Port. LPD (W/Sf)l Ctrl. Tailored Credits LPD (W/Sf)2 (W/So 3 Proc. Loads (W/Sf) HP -1 Dining north HP -1 Dining Area 1,000 *1.100 HP -2 Dining west HP -2 Dining Area 930 *1.100 HP -3 Dining east -- HP -3 Dining Area 500 *11.100 HP -4 Interior HP -4 Dining Area 1,000 *1.100 HP -5 Kitchen HP -5 Kitchen & Food Prep 1,000 *1.700 HP -6 Kitchen and Brewery HP -6 Kitchen & Food Prep 900 *1.700 Notes: 1. See LTG -1 (items marked with asterisk, see LTG -2 by others) 2. See LTG -3 I 3. See LTG -4 Items I above require special documentation 1EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST T1,- 1-1 --9 '-j — -- f--.7 --9 ILI ". I — L I � L— I� I PMAIMILI III L111b W11OUK115E. i nese nems require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines ---.y —J— IU11 L910L VLIIVIWMU ILVIII1JIIt:b UdtjUU Un Ene auequacy oT Tne sp cia ius i ication and documentation submitted. I �Ian Field The HVAC System "Bryant 549BEX090" includes an Economizer. This system has a cooling output < 75,000 btuh or a supply cfm < 2 �00. The HVAC System "Bryant 549BPX060" includes an Economizer. This system has a cooling output < 75,000 btuh or a supply cfm < A The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Kun initiation lime: 10/1 Z/Q3 13:38:46 Run Code: 1065991126 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Page:5 of 14 JENVELOPE COMPLIANCE SUMMARY Performance EN:V]-1 ��ECT 14AME Lamppost Pizza and Backstreet Brewery DATE 10/12/2003 OPAQUE SURFACES Glazing Type Location Comments 1 Window 60 0.720 270 0.60 Double Metal Tinted Default Surface Framing d4 Type Type Act. Area U -Fac- Azm. Tilt Solar Gains Y/N Form 3 Reference Location'/ Comments 1 Wall Wood 150 0.065 270 90 1X1 IR-19Wall (W.19.2x6.16) HP -1 2 Wa—llW—ood 90 918 0.065 0 — 90 IXI IR-19Wall (W.19.2x6.16) HP -1 3 Wall Wood 210 0.065 90 90 1X1 IR-19'Wall (W.19.2x6.16) HP -11 4 Roof Wood 1,000 0.031 0 0 IX I R-30 Roof(R.30.2x4.24) HP -1 5 Wall Wood 150 0.065 270 90 X I R-1 9 Wall (W. 1 9.2x6.16) HP -2 6 Roof Wood 930 0.031 0 0 X R-30 Roof(R.30.2x4.24) HP -2 7 Wall Wood 210 0.065 180 90 R-19 Wall (W.19.2x6.16) HP -3 8 Wall Wood 138 0.065 90 90 x 1 R-19Wall (W.19.2x6.16) HP -3 9 Roof Wood 500 0.031 0 1 0 X R-30 Roof(R.30.2x4.24) HP -3 10 lWall lWood 210 1 0.065 180 90 X R-19 Wall (W.19.2x6.16) HP -4 11 Poof lWood 1,000 1 0.031 0 0 X R-30 Roof(R.30.2x4.24) HP -4 12 lWall Wood 500 0.065 180 90 X11 JR-19Wall (W.119.24.116) HP -5 13 Wall Wood 16 0.065 270 90 X I IR-19Wall (W.19.2x6.16) HP -5 14 Roof Wood 1,000 0.031 0 0 X I I R-30 Roof(R.30.2x4.24) HP -5 15 Wall Wood 160 0.065 180 1 90 _X JR-19Wall (W.19.2x6.16) HP -6 16 Wall Wood 138 0.06� 90 90 X R-19Wall ( .19.24.16) HP -6 17 Roof Wood 900 0.031 0 0 R-30 Roof(R.30.2x4.24) HP -6 FENESTRATION SURFACES — — . . . . . __j Site Assembled Glazing [_j 1111CLA UVA 1 DU 1U 119 ib — iuu,uuv squ OT L.FA ana — iu,uuu sqrt verticai glazing then NFRC Certification is required. Fnllnw NF�lr 11n1n'-SR procedurac on't C"I'Mif KIP!Dr, 1 k 1 e, �;C 4 C # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location Comments 1 Window 60 0.720 270 0.60 Double Metal Tinted Default -lP-1 2 Window 162 0.720 0 0.60 Double Metal Tinted Default -iP-1 3 Window 60 0.720 27b 0.60 Double Metal Tinted Default -P-2 4 Window 162 0.720 90 0.60 Double Metal Tinted Default -P-3 5 Window 162 0.720 90 0.60 1 Double Metal Tinted Default HP -6 EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhan_q Left Fin Right Fin Len. Hat. LExt.RExt. Dist. Len. Hgt. Len. Hgt. 1 None 0.76 ---DList. 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 Run Initiation Time: 10/12/0313:38:46 Run Code: 1065991126 EnergyPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Page:6 of 74 CERTIFICATE OF COMPLIANCE Performance MECH PROJECT NAME Lamppost Pizza and Backstreet Brewery —[DATEJ 0/12/2003 FSY-STEM FEATURES ISYSTEM NAME I TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM (MECH-3, COLUMN 1) HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION1 R-VALU VERIFIED'SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS HP -1 Dining north HP -2 Dining west I I HP -3 ining east Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Temp Constant Temp n/a Air Balance Auto Fixed Temp (Integrated) 300 cfm Heat Pump 7.20 HSPF Packaged DX 10.3 EER Bryant 549BEX090 No No Ducts in Conditioned n/a Ducts in Conditioned n/a No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kw Constant Volume No No Constant Ternp Constant Temp n/a Air Balance Auto Fixed Temp (Integrated) 279 cfm Heat Pump 7.60 HSPF Packaged DX 11.9 SEER / 11.9 EER Bryant 549BPX060 No— No Ducts in Conditio n/a Ducts in Conditio n/a No— Programmable Switch Heating & Cooling Require n/a Yes 0.0 kW Constant Volume No No Constant Temp Constant Temp nia Air Balance Auto Fixed Temp (integrated) 150 cfm Heat Pump 7.60 HSPF Packaged Dx 11.9 SEER / 11.9 EER Bryant 549BPX060 No No Ducts in Conditioned n/a Ducts in Conditioned n/a No NOTETO FIELD__ Run Initiation Time: 10/12/03 13:38:46 Run Code: 1065991126 EnergyPro 3.1 By EnergySoft User Number: 4582 . Job Number: 03025 Page: 7 of 14 CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch 0: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. 1: Inlet Vanes P: Variable Pitch V: VFD 0: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT / COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity A: Air W: Water N: Not Required EC: Economizer Control See Section 144(e)3 Enter Outdoor Air CFM. 'no Note: This shall be less than Col. H on MECH-3. PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE __jj .INOTES TO FIELD - For Buildina Department Use Only Run Initiation Time: 10/12/03 13:38:46 Run Code: 1065991126 EnergyPro 3.1 By EnergySoft User Number: 4582 . Job Number: 03025 Page: 7 of 14 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Lamppost Pizza and Backstreet Brewery 10/12/2003�1 FS-YSTEM FEATURES MECHANICAL SYSTEMS I HP -4 Interior I I HP -5 Kitchen I I HP -6 Kitchen and Brewery Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Temp Constant Temp . n/a Air Balance Auto Fixed Temp (Integrated) 740 cfm Heat Pump 7.60 HSPF Packaged DX 11.9 SEER / 11.9 EER Bryant 549BPX060 No No Ducts in Attic 4.2 Ducts in Attic No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Temp Constant Temp n/a Air Balance Auto Fixed Temp (Integrated) 75 cfm Heat Pump 7.20 HSPF - Packaged DX 10.3 EER Bryant 549BEX-090 No No Ducts in Attic 4.2 Ducts in Attic 4.2 No— Programmable Switch Heating & Cooling Require n/a Yes - 0.0 kW Constant Volume No No Constant Temp Constant Temp n/a Air Balance Auto Fixed Temp (Integrated) 45 cfm Heat Pump 7.60 HSPF Packaged DX —11.9 SEER / 11.9 EER Bryant 549BPX060 No No Ducts in Attic 4.2 Ducts in Attic 4.2 No NOTE TO, FIELD CODE TABLES: Enter code from table below into columns above. I HEAT PUMP THERMOSTAT? Y: Yes N: No —TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch 0: Occupancy Sensor M: Manual Timer — H: Heating C: Cooling B: Both Enter Number of Isolation Zones. 1: Inlet Vanes P: Variable Pitch V: VFD 0: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET?— VENTILATION I OUTDOOR DAMPERI ECONOMIZER O.A. CFM !A_i�r HIGH EFFICIENCY? �B Air Balance I A: Auto JA: Air JEnter Outdoor PIPE INSULATION REQUIRED? Outside Air Cert. Out. Air Measure Demand Control N- Natural G: Gravity W: Water N: Not Required EC: Economizer Control See Section CFM. Note: This shall be no less than Col. H on MECH-3. PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE'o _j 144(e)3 -JTFq TO FIFI r) - P -r R,dirlinn Run Initiation Time: 10/12/0313:38:46 Run Code: 1065991126 EnergyPro 3A By EnergySoft User Number: 4582 Job Number: 03025 Page:8 of 14 IMECHANICAL EQUIPMEN4 SUMMARY Part 1 of 2 MECH-72 PROJECT N . AME -La m I p I DATE, -- __post Pizza and Backstreet Brewery 0/12/ZO03 AND TOWER SUMMARY ,ICHILLER Efficiency Au.. kW 0.01 PUMPS I Out 76,0001 ISensiblel 62,0001,10.3 Equipment Name Equipment'Type ty. Tot. GPM BHP Motor Eff. Drive Eff. �u Pump Control 41,300111.9 SEER 11.9 EE 1 R i Fixed Temp (Integrated i j f I QHW BOILER SUMMARY TANKINSUD Energy Factor or Recovery Efficiency Standby Loss or Pilot System Na me System Type Distri bution Type (��j Rated Input Vol. (Gal s Ex . I R -Val. ICENTRAL SYSTEM RATINGS Svstern Name Bryant 549BEX090 S— e y1tern Ty p IPackaged DX Qt,. 21 j Out. u 89,200 Au.. kW 0.01 Eff. —pyt—I 7.20 HSPFI I Out 76,0001 ISensiblel 62,0001,10.3 Efficienc y EER Economizer Type I IFixed Temp (Int� U.0LUL Bryant 549BPX060 IPackaged DX 41 59,3001 O.Oi 730 HSPFI 46,3001 41,300111.9 SEER 11.9 EE 1 R i Fixed Temp (Integrated i j Drive Eff. I ICENTRAL SYSTEM FAN SUMMARY —LY CFM 1 2,2501 1 2,0001 FAN 11 F—RETURN FAN S Bryant 549BEXO 90 Bryant 549BPX060 Fan lype Iconstant Volume lConstant Volume Motor Location -- i - IDraw-Through h BHP 1.001_.82.5%1 1.001 Motorl Eff. 82.5%1 Drive Eff. 97.0%11 97.0%1 CFM none nonel I BHP Motor Eff. I Drive Eff. I EnergyPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Paqe:9 of 14 1 4 IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH 2] PROJECT NAME Lamppost Pizza and Ba*ckstreet Brewery DFATE10/12/2003 ZONE TERMINAL SUMMARY AL BOX ERMI AL FA14 CFM Reheat Coil Motor Drive tio Type DeltaT CFM BHP Eff. Eff. A E A T AN Room Name - Qty. I CFM I BHP Motor Eff. Drive Eff. Room Name Qty. CFM BHP Motor Eff. Drive Eff. HP -4 11 7401 0.25 77 0 97.0% EnergyPro 3.1 . By EnergySoft User Number: 4582 Job Number: 03025 Page: 10 of 14 1 �MECHANICAL VENTILATION MECH-3 PROJECT NAME I I DATE Lamppost Pizza and Backstreet Brewe�y 10/12/2003 MECHANICAL VENTILATION A] FP1 i[E FEI Ed E—H] E I Ri 5-1 K FnergyPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Paqe: 11 of 14 AREA BAS S ; OCCUPANCY ASIS REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOF AIR CFM VAV MIN. RATIO TRANS. FER AIR ZONE/SYSTEM COND. AREA (SF) CFM PER SF MIN. CFM (B x C) 'NO. OF PEOPLEI I CFM PER PERSON MIN. CFM (ExF) HP -1 1,000 0.50 500 500 300 200 HP -1 Dining north Total 500 300 HP -2 930 0.50 465 465 279 186 HP -2 Dining west Total 465 279 HP -3 500 0.50 250 250 150 100 HP -3 Dining east Totall 250 150 HP -4 1,000 0.50 :550]0 500 740 . HP -4 Interior Total 500 740 HP -5 1,0001 .0.15 1501 150 75 75 HP -5 Kitchen Total 150 75 HP -6 900 0.15 1.35 1 135 45 90 HP -6 Kitchen and Brewery Total 135 45 ------------- C E I K Minimum Ventilation Rate per Section 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. Must be ' greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. Must be greater than or equal to (H minus 1), and, for VAV, greater thar� or equal to (H -J). FnergyPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Paqe: 11 of 14 ENVELOPE MANDATORY MEASURES' ENV -MM I VKUJtk; I NAML Lamp DATE post Pizza and Backstreet Brewe�y 10/12/2003 DESCRIPTION Designer jEnforcement '118(a) Installed Insulating Material shall have been certified by t he manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. ]EX] § 118 (c) All Insulating materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 767 of Title 24, Part 2. 1XI § 117(a) All Exterior Joints and openings in the building that , are observable sources of air leakage shall be caulked, g�asketed, weatherstripped or oiherwise sealed. 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except fo� unframed glass doors and fire doors). LLI,j § 116(a)l Manufactured Doors and Windows installed shall have air infiltration rates not exce ' eding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. §118(e) Dernising Walls in 'Nonresidential Buildings: The opaque portions of framed dernising walls in nonresidential buildings shall have insulation with an installed R -value of no lessthan R-1 I between framing members. Ene yPro 3.1 By EnergySoft User Number: 4582 Job Number: 03025 Page: 12 of 14 IMECHANICAL MANDATORY MEASURES Part 1. of 2 MECH-MM PROJECT NAME Lamppost Pizza and Backstreet Brew� . ry DATE 10/12/200 DESCRIPTION II Enforcement Equipment and Systems Efficiencies [_XI §111 Any.appliance for which there is a California standard !established in the Appliance Efficiency Regulations will comply with the applicable standard. 1 § 115(a) Fan type central furnaces shall not have a pilot light. F] § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. i Controls § 122(e) Each space conditioning system shall be installed with one of the following: IFv § 122(e)IA Each space conditioning system serving building type's such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off"feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 122(e)l B An, occupancy sensor to control the operating period of the system; or F -I 122(e)1C A 4- - hour timer that can be manually operated to control the operating period of the system. 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup c.poling thermostat setpoint. 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of. other isolation areas; and shall be controlled by a time control device as described above. fvl 122(a&b) Each space conditioning system shall be controlled by an individual thermostat 'At that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up'to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. FX 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. 1! 17 § 112(b) Heat pumps shall be installed with controls to preventelectric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 3.1 By EnergySoft User Number: 4582 I Job Number: 03025 Page: 13 of 14 I MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM F-UTNAME Lamppgst Fizza and Backstreet B DATE 10/12/2003 Description er IlEnforcement] Ventilation JX, § 121(,) Controls shall be provided ' to allow outside air dampeis or devices to be operated at the ventilation rates as specified on these plans. i X] § 122(f) Gravity or automatic dampers interlocked and closed ?In fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. § 122( All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings tothe outside, except for combustion air openings. [X § 121(f)l Air Balancing: The system shall be balanced in accordance with the National 'Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or FV_I JAI 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be me s'ured and certified by the installing licensed C-20 mechanical contractor and%rtified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the' I ventilation system; or F� § 121(03 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity.of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or §.121(04 Another method approved by the Commission. Service Water Heating Systems § 113(b)2 if a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pu mp(s) wheri-hot water is not required. F -I § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit - the flow of hot water to a maxi 'mum of 0.5 gallons per minute. 'Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.76 gallons per minu te. Proximity sensor actuated control valves, and outlet de'�ices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulaiting system). Self-closing 4ves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non-ci,rculating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot s -witches and proximity sensor controls). - EnergyPro 3.1 By EnergySoft User Number 4582 Job Number: 03025 Page: 14 of 14 bb -A 02/07/2005 12:52 7147777773 INLAND ENG PAGE 01 y x 6.453k Loads. LC 2, DL+LL4-LAT Resufts for LC 2, DL+LL+LAT Reaction units are k 6nd k -ft Inland Engineering, Inc. REZA MEHRANPOUR 03616 LAMPPOST PIZZA I February 7. 2005 12:44 PM FRAME 92-r2d 02/07/2005 12:52 7147777773 INLAND ENG PAGE 02 Company Inland Engineering, Inc. February 7, 2005 Designer REZA MEHRANPOUR 12:43 PM Job Number: 03616 LAMPPOST PIZZA Checked By: Member ASO AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message Data to Print... . ..... Basic Load Case Data BLC No. Basic Load Case Category LL Boundary Condhions Joint Label X Translation Y Translation Rotation Reaction Gravity Load Type Totals Y Joint Point Direct Dist Steel Design/ NDS ParafflefeM Member Section Length Lb out Lb in L comp Cb $way Label set Is out to in le–bend K out K in CH Cm 5 out in R Iftl (ft) (ft) (ftl F- M1 SEC1 1 Allowable Stress Increase Factor (ASIF) 1.333 InrAude Shear Deformation 0. I M2 SECI 1 ,Redesign Sections Yes 1P-Defta_Ana!)TLs Tolerance 10,50% F- M3 SEC2.__ I Member Direct Distributed Loads, Catemoty: DL, BLC I : DL Member Label Dinaction start Magnitude End Magnitude Start Location End Location (kft F) (ft or %) D (ft or %) Y -.24 1 0 1 0 Member Direct Distributed Loads. Catecorv: LL. BLC 2., LL Member Label obwtion Start Magnitude End Magnitude Start Location rind Location (lofft, F) (ft or %) (ft or 0 0 Materials Menem Material Label Young's Modulus Shear Modulus Polason's Thermal CwL Weight Density Y-wid Stress (ksi) Ratio per 1 DA5 F) (kW3) ft F 29000 1 11154 1 .3 .65 .49 —T---'36---] Global Steel Code ASD: AISC 9th, AlSl 99 Allowable Stress Increase Factor (ASIF) 1.333 InrAude Shear Deformation Yes No. of Sections for Member CaIcs 3 ,Redesign Sections Yes 1P-Defta_Ana!)TLs Tolerance 10,50% RISA -2D Basic Ver5lon S.S [C*\RISA\JOBS-03kCOMMERICAL\03616\FRAME #2.r2d] Page I 02/07/2005 12:52 7147777773 INLAND ENG PAGE 03 Company Inland Engineering, Inc. February 7, 2005 Designer REZA MEHRANPOUR 12:43 PM Job Number: 036 16 LAMPPOST PIZZA Checked By: joint Coordinates Joint Label X Coordinate Y Co6dinato Joint Temperature /a% fff% 1171 N1 0 0 0 N2 0 9 0 N3 10 0 0 N4 10 9 0 Joint Disp Lacements, By Combination LO joint Label X Translation Y Tronslat * an Rotation A-% 1;�% fr2dinnrA 2 N1 0 0 0 2 N2 .503 a -2.157e-3 2 N3 0 0 0 2. N4 '501 --.007 -1.335e-4 Joint LoadsAEnforced Displacements, Q0go"; DL, BLC I - DL Joint Label [L]oad or Direction Magnitude N4 L Joint LoadstEnforced Displacements, Category : LL, SLC 2 - LL Joint Label [Lload or Directlon Magnitude N4 Joint Loads)Enforced Displacemenft, Cafeaory: EL, BLC 3: LAT Joint Label [Qoed or Direction Magnitude N2 --..-JPJisp cement x (K L -t in radl--, Reactions e -c By Combination LC Joint Label X Force Y ro, Moment Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor I I I DL+LL y I I 1 1 1 6[7 1 1 1 LL 1 1 1 1 2 1 UL+LL+LAT " I- Y I 1 1 1 DL 1 1 1 LL I I I EL I I I I I Matedal rakeoff Matarial Shape Length Weight (ft) (k) RISA -21) Basic rsion 5.5 [C:\RISA�jOBS-03\COMMERICAL\03616\FRAME #2.r2d] Page 2 k) M (k -ft) 2 N1 -2.834 1.801 14.058 2 N3 -3.619 16.232 16.364 2 Totals: -6.453 18.033 2 COG (ft): X: 7.468 Y, 8.872 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor I I I DL+LL y I I 1 1 1 6[7 1 1 1 LL 1 1 1 1 2 1 UL+LL+LAT " I- Y I 1 1 1 DL 1 1 1 LL I I I EL I I I I I Matedal rakeoff Matarial Shape Length Weight (ft) (k) RISA -21) Basic rsion 5.5 [C:\RISA�jOBS-03\COMMERICAL\03616\FRAME #2.r2d] Page 2 02/07/2005 12: 52 7147777773 INLAND ENG PAGE 04 Company Inland Engineering, Inc. February 7, 2005 Designer REZA MEHRANPOUR 12:43 PM Job Number: 03616 LAMPPOST PIZZA Checked By: Matedal Takeoff Lconfinuegi Member Deflegfons .1 & Combination LC member Label Section x -Translation y -Translation (n) Uy Ratio 1;-% A�% 1 - ----------- 2:::F M1 0 0 NC 2 0 -.222 485.578 3 0 -.503 214.683 M2 1 0 0 NC 2 -.004 -.249 434.472 3 -.007 -.501 215.572 2 M3 1 .503 0 NC 2 .602 -.046 2878.553 3 .501 -.007 1 NC Member Section Forces, By Combination LC Member Label Section A)dal Shear Moment (ki W (k -ft) 2 M1 1 1.801---- 2.834 14.058 2 3 1.673 1.545 2.834 2.834 1.303 -11.452 2 M2 1 16.232 3.619 16.364 2 16.104 3.619 .081 3 1$.976 3.619 -16.203 2 M3 1 3.619 1.545 -11.452 2 3,619 -2.765 -8.4 3 3.619 -7.076 16.203 Member Stresses, By Combination - V LC Member Label Section Axial Show Bending top Bending bot (kai) (ksi) (k9i (ksi) 2 N111 1 .215 .68 -15.62 1 15.62 2 .2 .68 -1.448 1,448 3 .185 68 12.724 -12.724 2 1 1.942 .868 -18.183 18.183 2 1.926 .868 -.09 .09 3 1.911 1 .868 18.003 -18.003 2 M3 1 .558 .76 5.922 1 -5.922 2 .558 -1.36 1 4.1" -4.344 3 .558 -1. MemberData shape I Material Phys End Releases End Offset; Inactive Member Label ' I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length 4 __ 7 RMA -W Basic Version 5.5 [C:\RISA\.JOBS-03\COMMERICAL\03616\FRAME #2.r2d] Page 3 02/07/2005 12: 52 7147777773 INLAND ENG PAGE 05 Febnja%7, 2005 Company Inland Engineering, Inc. Designer REZA MEHRANPOUR 12:43 P Job Number: 03616 LAMPPOST PIZZA Checked By -- Sections Per -Ann Datab298 Material Ar" SA SA 1(9O.Z70) MernberAISC ASD 9th Code Checks, By Combination LC Member LaW Code Chk 1.00 Shear Chk Loc ASD Eqn. Message Member AISC ASD 9th Code Details, ft Combination LC Member Label Fa Ft rb Cb CM RISA -2D Basic Verslon� 5.5 [C:\R1SA\J08S-03\C0M_ -ME_R_lCAL\03616\FRAME #2.r2d) PaQ;1_4 I Project: Lamp Post Pizza Type: C1 C -r Bivillms Location: La Quinta, CA Qty: 10 TJ-0penWeb- v4.21.1 Release: R1 Project Number: SC06J04008 i 1 /9/2004 4:16:37 PM PAGE 1' Rel. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 18'6.000" 0.25" T 3.00" 14.000" TJLXTM OPEN WEB TRUSS _7. Parallel Profile 11A 5.2 5- 5.25" 7_1 Top Chord Slope -.25/12 0,75" 0.75" All dimensions are horizontal. TJ-0penWeb, TJ " and Trus JoIst", ate lr@de Product diagram is conceptual. LOADS: DATE 77 Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 18 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind load TYPE CLASS LIVE DEAD LOCATION (1) APP L APPLIED TO COMMENT Point(plf) W(I.33) -54 0 4'0.000" Addsto TC, on chord(s) Wind load from parapet Uniform(psf) W(1.33) -24 11.7 4'0.000" to 16'10.188" Replaces TC Wind uplift LOAD GROUP #2 @ 24.000" O.C.-Typical truss TYPE CLASS LIVE DEAD LOCATION (1) APPIL APPLIED TO COMMENT Point(plf) W(1.33) 54 0 4'0.000" Addsto TC, on chord(s) Wind load from parapet Point(lbs) R(1.25) 0 30 T0.000" Adds to TIC, on chord(s) Load per fl't*S�f LOAD GROUP #3 @ 24.000" O.C.- ' Parapet load (parallel) CJJM1;F-15 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) W(1.33) 54 0 4'0.000" Adds to TC, on chord(s) Wind load from parapet Uniform(plf) W(1.33) 54 0 4'0.000" to 18'5.625" Adds to TIC Wind load from parapet Point(lbs) R(1.25) 0 30 LOAD GROUP T0.000" Adds to TC, on chord(s) Load per #4 @ 24.000" O.C.-Strap load (check) I TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(lbs) E(I.33) 2580 0 Right End Addsto TC Due to strap load 1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: Oo) RIGHT SUPPORT (Angle: 0') Material: Wo6d Beam Material: Wood Beam Bearing Clip: 6" No -Notch Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only Reinforcement: Chord(s) only DE'SIGN CONTROLS: Truss Member's Critical Design Component Value: 86.2% (Design / Allowable) A repetitive member increase was applied to applic�tion load group and @ load group(s): 1, 2, 3. 4! Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM Total Load (lbs) 7157 W (1.33) -133 W (1.33) 827 W (1.33) Live Load (Ibs) 395 -358 DEFLECTIONS & CAMBER: CITY OF LA QUINTA Deflection (Total Load) Span: 0.271" (L/786) BUILDING &SAFETY DEPT. Deflection (Live Load) Span: 0.16i" (L/1323) APPROVED Center Span Camber: 0. 135",. Matched to C2 FOR CONSTRUCTION Cop,;ight Q 2002 by Trus Joist TJLX". TJ-0penWeb, TJ " and Trus JoIst", ate lr@de DATE 77 Busineis, Boise. Idaho, ff it 0��,fw Project: Lamp Post Pizza Type: C1 15;VWA\*Ycrhae'user Busineg TJ-0peiiWebUl v4.21.1 11 /9/20(14 4:16:37 PKA PAGE 2 ADDiTiONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable prodlict values shown are in accordance with current TJ materials and code accepted design values. TJ. Engineerii ig has verified the analysis. The input loads �an'd dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following ag encies: NES Rc ' oort No. NER-148, ICBO ES Report No. PFC-4354, LAC RR 22614, and DSA. -Allowablu Stress Design methodology was used for Code ICBO analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 85.8 plf OPERATOR INFORMATION Henry Navarro (949)885-5927 copyright @ 2002 by Trus Joist TJLX'", TJ-01)enWeb `. TJ - and Trus joist'" are trademarks of Trus Joist, A Weyerhaeuser BUsiness, Boise, Icialio, USA,