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0109-212 (CSCS) Title 24TITLE 24 REPORT Title 24 Report for: TOSCO CIRCLE -K @ LA QUINTA -78-364 HWY 111 LA QUINTA, CA Project Designer: CITY OF LA QUINTA BUILDING & SAFETY DEPT. ..APPROVED - FOR CONSTRUCTION DATE I/ I - B Zd1V WESTERN STATES ENGINEERING, INC. 733 N. MAIN STREET ORANGE, CA 92868 (714) 769'2000.-•- Report Prepared By: ROY M. LEE, P.E. SOUTHWEST GROUP, INC. 15707 Rockfield Blvd., Suite 235 Irvine, CA 92618 (949) 588-6869 V Job Number. - WS EO 1786 Date: 10/3/01 The EnergyPio 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 Gabel Dodd/EnergySoft, LLC (415) 883-5900. i EnergyPro 3.1 By EnergySoft job Number. WSE01788 User Number. ;4833 TABLE OF CONTENTS Cover Page Table of Contents Form ENV -1 Certificate' of Compliance Form ENV -2 Overall Envelope Method Form ENV -3 Proposed Construction Assembly Form ENV -MM Envelope Mandatory Measures i Form MECH-1 Certificate of Compliance Form MECH-2 Mechanical Equipment Summary Form MECH-3 Mechanical Ventilation 1 Form MECH-4 Mechanical Sizing and Fan Power Form MECH-MM Mechanical Mandatory Measures HVAC System Heating and Cooling Loads Summary I• J • 1 , • r 1 I • I. I ' i • i i EnergyPro 3.1 By EnergySoft Job Number. WSE01786 1 2 ' 3 5 11 12 13 15 17 18 19 i 21 i I 1 1 51 i. User Number. _4633 r CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 PRINCIPAL 6-364 HWY 111 LA QUINTA JFR .0 VF:1 nP= :RN STATES ENGINEERING, INC. 94AUIr7VK SOUTHWEST GROUP, INC. Building Perma # 69-2000 ) 588-6869 cneted -by/Date Enfamement Agency Use _ ,120 Sq.Ft 15 BUILDING TYPE NONRESIDENTIALi I HIGH RISE RESIDENTIAL - HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION I .ALTERATION i EXISTING +ADDITION :METHOD OF ENVELOPE COMPONENT I -X] OVERALL ENVELOPE - PERFORMANCE COMPLIANCE 1 111b % C u11udme or %,ompnance uses ine ounaing teatures and performance specifications needed to comply wl i Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the document is accurate and i .., ; JI17 nA 1 u Kt DATE ROY M. LEE, P.E. I/O 3 D 'The Principal Envelope Designer hereby certifies that the proposed buildinpW#RMp5resented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, 116 through 118, and 140, •142, •143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or I am a licensed architect. i I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation: and that I am a licensed contractor performing this work. I 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 pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATUREDATE UC. # WESTERN STATES_ ENGINEERING, INC' i Indicate location on plans of Note Block for Mandatory Measures 1INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. :• ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 ---- Page: of 21 . 3 ENVELOPE COMPLIANCE SUMMARY Part 2 of 2 ENV -1 PROJECT NAME TOSCO CIRCLE -K @ LA QUINTA DATE 10/3/01 Area JU-Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window ' Surface Framing # Type Type Act. Area U -Fac. Azm' Solar Gains Tilt y/N Form 3 Reference Location / Comments 1 lWall lWood 211 0.065 225 90 1XII JR-19Wall (W.19.2x6.16) C -STORE 2 lWall lWood 604 0.065 135 90 1XIIR-19 all (W.19.2x6.16) C -S R oor MetalHollow 4 Window 54 1.190Single Metal DoorC-STORE a o 1 X aC-STORE a o X a oor e Hollow a oor I7 I o0 00 X _ i I I f # 1 Exterior Shade Type None window SHGC Hgt. Wd. 0.76 Overhang Left Fin Len. Hgt. xt, Dist. Len. Mgt. Right Fin ; MR. Len. Hgt. 2 None PRE 1_r e Site Assembled Glazing e ox I w Ing Is >- sq o an —sq vertical gazing enCertification is required. Follow NFRC 100 -SB Procedures and submit NFRC 10,000 Certificate Form. # Type Area JU-Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 54 1.190 225 .82 Single Clear Default mow Inge Clear Default in ow Single Clear Default 4 Window 54 1.190Single Clear Default 1 I i I I # 1 Exterior Shade Type None window SHGC Hgt. Wd. 0.76 Overhang Left Fin Len. Hgt. xt, Dist. Len. Mgt. Right Fin ; MR. Len. Hgt. 2 None 0.76 3 None 0.76 4 None 0.76 EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Page:4 of 21 OVERALL ENVELOPE METHOD Part 1 of 6 ENV -2 TOSCO CIRCLE -K @ LA QUINTA 10/3/01 A. DISPLAY PERIMETER Q ft X 6 = sf DISPLAY AREA S. GROSS EXTERIOR WALL AREA 2,72 sf X 0.40 = 1 ,09 sf 40% AREA C. GROSS EXTERIOR WALL AREA T,-7-21 sf X 0.10 = -27-1 sf MINIMUM STND. AREA D. ENTER LARGER OF A or B 1 X09 sf MAXIMUM STND. AREA E. ENTER PROPOSED WINDOW AREA 20 sf PROPOSED AREA F. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = 7.41%1 IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF E GREATER THAN D: MAXIMUM PROPOSED WINDOW • STANDARD AREA WINDOW AREA ADJUSTMENT FACTOR v GO TO PART 6 TO CALCULATE ADJUSTED AREAS. 2. IF LESS THAN C: MINIMUM PROPOSED WINDOW STANDARD AREA AREA ADJUSTMENT FACTOR 2731 20 = 1.350 GO TO PART 6 TO CALCULATE ADJUSTED AREAS. SKYLI(iHT ARF -;A TEST ATRIUM HEIGHT 101 FT IF<-55FT IF> A5 FT W. I V1 Y 0.051 X 1 3,936 = 19 STANDARD % GROSS STANDARD ROOF AREA SKYLIGHT AREA r SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 6. 1. IF PROPOSED SKYLIGHT AREA >= STANDARD SKYLIGHT AREA: SKYLIGHT STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA ADJUSTMENT FACTOR S _ GO TO PART 6 TO CALCULATE ADJUSTED AREAS. EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Par w•5 of 21 OVERALL ENVELOPE METHOD Part 2 of 6 ENV -2 TOSCO CIRCLE -K (� LA QUINTA (e.g. Wail -1, Floor -1) FRONT WALL WF1 W F2 GLASS DOOR WF3 RIGHT WALL LEFT WALL REAR WALL WOOD ROOF W/ R-30 INSU L 10/3/01 STANDARD 1 AREA* UA (Adjusted) U -FACTOR (F X G) 140 0.084 11.8 73 0.49 35.7 73 0.49d35.7 731 0.49C 35.7 604 - VW 50.7 624 0.084 52.4 1,046 0.084 87.9 =®W, "IME IME®. 10/3/01 STANDARD 1 AREA* UA (Adjusted) U -FACTOR (F X G) 140 0.084 11.8 73 0.49 35.7 73 0.49d35.7 731 0.49C 35.7 604 0.084 50.7 624 0.084 52.4 1,046 0.084 87.9 If Window and/or Skylight Area Adjustment is Require o umn s a e 519 This Page Total 56 use Adjusted Areas from Part 6 of 6. no greater than Column H 519 Building Total ss EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Page:6 of 21 ,' OVERALL ENVELOPE METHOD Part 3 of 6 ENV-2--- JECT NAME DATE TOSCO CIRCLE -K!2 LA QUINTA 10/3/01 1. o©a a a a a 1, c PROPOSED ST TABLE HEAT ASSEMBLY NAME GAIN HEAT U- VALUES Q AREA* U. I GAOIN (e.g. Wall -1, Floor -1) AREA TF CAPACITY FACTOR (BxCxE) (Adjusted) FACTOR TF i (GxHxl) r RONT WALL 211 55 3.23 0.065 ❑ 760 140 0.084 55 i 648 WF1 _ 54 55 1.190 ❑ 3,534 73 0.490 551 1,965 WF2 54 55 1.190 ❑ 3,534 73 0.490 55 1,965 GLASS DOOR 40 55 1.230 ❑ 2,706 54 0.490 55i 1,455 WF3 54 55 1.190 ❑ 3,534 73 0.490 55 1,965 RIGHT WALL 604 55 3.23 0.065 ❑ 2,174 604 0.084 55 I 2,790 EFT WALL 624 55 3.23 0.065 ❑ 2,246 624 0.084 55 2,883 EAR WALL 1,046 55 3.23 0.065 ❑ 3,765 1,046 0.084 55: 4,833 OOD ROOF W/ R-30 INSU 3,936 55 1.56 0.029 ❑ 6,314 3,936 0.057 551 12,339 ❑ ❑ I ❑ ❑ ❑ IF E] 1-71 ❑❑ El El El El ►, - ❑❑ ❑❑ i - L1 El EJ i ❑❑ El ❑❑ I F-1 IE] i 0 E El El 1:1 El ' If Window and/or Skylight Area Adjustment is Require 28,569 30,843 use Adjusted Areas from Part 6 of 6. Subtotal EnergyPro 3.1 By EnergySoft User Number: 4633 Job Number. WSE01786 Page:7 of 21 OVERALL ENVELOPE METHOD Part 4 of 6 ENV -2 TOSCO CIRCLE -K @ LA QUINTA 10/3/01 s,osa n.m SUBTOTAL SUBTOTAL EnergyPro3.1 By EnergyPro User Number. 4633 Job Number. WSE01786 Pagel of 21 OVERALL ENVELOPE METHOD Part 5 of 6 ENV -2 TOSCO CIRCLE -K @ LA QUINTA 10/3/01 © T] 1!1 a ©a a o a.© • PROPOSED STANDARD WINDOW/SKYLIGHT NAME (e.g. Wind -1, Sky -1) ORIENT WEIGHTING FACTOR AREA SF_ SHG OVERHANG I HEAT C (BxCxDxExH) AREA' (ADJUSTED) RSHG (or SHGC" SF Q (BxJxKxL) H OH I 1WF1 S 1.27 54 123 0.82 6,898 73 0.46 123 5,238 I WF2 S 1.27 54 123 0.82 6,898 73 0.46 123 5,238 GLASS DOOR S 1.27 4C 123 0.8 5,110 54 0.46 123 3,880 WF3 S 1.27 54 123 0.82 6,898 73 0.46 123 5,238 I i i i - I t I I I �? I, I ' I k Only SHGC is used for Skylights Part 3 Subtotal 28,569 Part 3 Subtotal 30,843 Part 4 Subtotal 9,094 Part 4 Subtotal 17,77 *If Window and/or Skylight Area Column I must be Adjustment is Required, use less than column M Part 5 Subtotal, 25,805 Part 5 Subtotal 19,59 Adjusted Areas from Part 6 of 6 63,467 Total Heat Gain gg 2 EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Page:9 of 21 i OVERALL ENVELOPE METHOD ' Part 6 of 6 ENV -2 !PROJECT NAME DATE i TOSCO CIRCLE -K @ LA QUINTA 10/3/01 CHECK IF NOT APPLICABLE (See Part I of 6.) WALL NAME ORIENTATION (e.g. Wall -1, Wall -2) N E S W FRONT WALL ❑ El lxll I RIGHT WALLe -D, 7 El N LEFT WALL REAR WALL i N 0 0 ❑ 7 F] F -I E-1 : -i F -i r7 ii :i F 07 El I 0 0 71 !I !0770 0000 17 -1 F-1 0 F il 1 0 1' -1 7 TOTALS ❑ OC WINDOW ADJUST. FACTOR (From Part 1) ADJUSTED i ADJUSTED WINDOW WALL AREA AREA (D X E) B - (F + C) GROSS AREA DOOR � AREA � WINDOW AREA 1 4131 01 202 1.3501 273 1401 624 2q 0 1.3501 0 644 624 0 0 1.3501 0 * - 624 1,066 2 0 1.3501 0. 1,0861 N/A PKYLIGHT AREA ADJUSTMENT CALCULATIONS FXj CHECK IF NOT APPLICABLE (See Part I of 5.) 17A 2,72711' 401* N/Al 273 20 2,49 j, TOTALS 1 EnergyPro 3.1 By EnergySoft User Number 4633 Job Number. WSE01786 Page: 10 of 21 SKYLIGHT ADJUST. FACTOR (From Part 1) ADJUSTED I ADJUSTED SKYLIGHT ROOF AREA AREA (C X D) (13 - E) GROSS AREA SKYUGHT AREA N/A EnergyPro 3.1 By EnergySoft User Number 4633 Job Number. WSE01786 Page: 10 of 21 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 I TOSCO CIRCLE -K @ LA QUINTA 10/3/01 R -VALUE DESCRIPTION OUTSIDE SURFACE AIR FILM I _ j ASSEMBLY NAME ' R-30 WOOD ROOF W/ T -BAR CEILING ASSEMBLY Floor Roofing, Sheet Metal TYPE (check one) Wall 5 lL Q W rn C FRAMING MATERIAL Ceiling / Roof jAir Space p FRAMING %. yypp� 10 % . Framing /. 1.430 s 15%. (16" o.c. Wall) 3 4 .297F INSIDE SURFACE AIR FILM 12%. (24" o.c. Wall) 0.02 0.62 10%. (16" o.c. Floor/Coil.) SKETCH OF ASSEMBLY I 7%. (24" o.c. Floor/Ceil.) R -VALUE DESCRIPTION OUTSIDE SURFACE AIR FILM 1 Roofing, Asphalt Shingles 2 Membrane, Vapor -Permeable Felt 3 Roofing, Sheet Metal 4 Plywood 5 Insulation, Mineral Fiber, R-30 6 jAir Space 7 Acoustical Tile, Interior Finish s 1.430 s 0.610 3 4 .297F INSIDE SURFACE AIR FILM R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.440 0.440 0.060 0.060 0.000 0.000 0.775 0.775 30.000 30.000 0.800 0.800 1.4301 1.430 0.610 0.610 3 4 .297F 4.29 *HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (BttdF4b) HC (A X B) (Btu/F-sf) 1.461 0.301 0.44 0.061 0.351 0.02 2.441 0.121 0.29 1.77 '0.29 0.51 0.461 0.17 0.08 0.20 0.10 0.02 0.62 0.321 0.20 I 7 0 TOTAL HC 1.6 ENVELOPE MANDATORY MEASURES ENV -MM ;PROJECT NAME i GATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 DESCRIPTION X §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. §118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. X. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, Basketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding 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) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls In nonresidential buildings shall have Insulation with an installed R -value of no less than R-11 between framing members. igner Enforcement CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-1 rrcv�r-t. i nAmt DAT TOSCO CIRCLE -K @ LA QUINTA ' 10/3/01 PROJECT ADDMS 78-364 HWY 111 LA QUINTA PRINCIPAL DE-51UNF-K - MEC -TELEPHONE Building Permit.# PORNDHEP KALAMBAHETI, P.E. (949) 588-6869 ;UMENTATION AUTHOR TELEPHONE Checked by/Date SOUTHWEST GROUP, INC., (949) 588-68691 Enforcement Agency lUse i 3,120 Sq.Ft 15 !BUILDING TYPE 2q NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION 0 ALTERATION EXISTING + ADDITION METHOD OF MECHANICAL PRESCRIPTIVE PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMITENVELOPE COMPLIANCE ATTACHED This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accu to a nOxomplete. UQUUMENTATION AUTHOR ROY M. LEE, P.E. SIGNATURE UATE a 3 a The Principal Mechanical Designer hereby certifies that the propose • m esign represented in this set instruction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical ! requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. i F -j I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document —' because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE DATE LIC. # PORNDHEP KALAMBAHETI, P.E. O-3 _ 01 -' Indicate location on plans of Note Block for Mandatory Measures ! For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals.'Parts 2 may be incorporated in schedules on plans. MECH-2: _ Required for all submittals, but form does not have to be completed if location of mechanical equipment schedule is indicated on the form per Section 4.3.3. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. IMECH-4:-Required for Prescriptive submittals. I MECH-5: Optional. Performance use only for mechanical distribution summary. EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Page: 13 of 21 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-1 .PROJECT NAME DATE TOSCO CIRCLE -K @ LA QUINTA 1 10/3/01 MECHANICAL SYSTEM'S__ SYSTEM NAME — DHW Heater I i AGI, 2,3 =NOTO TIME CONTROL 1 n/a i I Programmable Switch i :SETBACK CONTROL n/a Heating & Cooling Required! ;ISOLATION ZONES n/a Na HEAT PUMP THERMOSTAT? I n/a ! n/a i ;ELECTRIC HEAT? n/a Na FAN CONTROL - Na Constant Volume ' NAV MINIMUM POSITION CONTROL? Na No i i SIMULTANEOUS HEAT/COOL? n/a No HEATING SUPPLY RESET n/a Constant Temp ':COOLING SUPPLY RESET I n/a Constant Temp ':.HEAT REJECTION CONTROL Na Na VENTILATION Na I Air Balance i 1 OUTDOOR DAMPER CONTROL Na Auto I ECONOMIZER TYPE Na Fixed Temp (Integrated) 1 DESIGN AIR CFM (MECH3, COLUMN 1) ; n/a 796 cf n HEATING EQUIPMENT TYPE Electric Res Gas Furnace ' i HEATING EQUIPMENT EFFICIENCY 100% 78% AFUE ,COOLING EQUIPMENT TYPE AO SMITH DEL -30 Packaged DX -COOLING EQUIPMENT EFFICIENCY Na 1 11.5 SEER / 9.9 EER MAKE AND MODEL NUMBER a -HEATING DUCT LOCATION 1 R-VALUEn/a Na Ducts in Attic 4.2i !COOLING DUCT LOCATION I R-VALUE(Ducts in Attic 4.21 PIPE/DUCT INSULATION PROTECTED? ; Yes ! No i 'PIPE TYPE (SUPPLY, RETURN, ETC.) Suoolv HW 1 COPPER PIPE INSULATION REQUIRED? Yes 1 No I iVERIFIE0 SEALED DUCTS IN CEiLING/ROOF SPACE n/a I No 1 CODE ABEnter code from table below Into columns above. lu HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: OccupancyC: Sensor M: Manual Timer H: Heating Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD �O:Other C: Curve VAV MINIMUM POSITION CONTROL? • SIMULTANEOUS HEAT / COOL? HEAT AND COOL SUPPLY RESET? VENTILATION I OUTDOOR DAMPERI ECONOMIZER O.A. CFM HIGH EFFICIENCY? r Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural Auto G: Gravity r W: Water N: Not Required EC: Economizer Control See Section 144(e)3 Enter u oor r 1 CFM. Note: This shall be no less than Col. H on i MECH3. i PIPE INSULATION REQUIRED? PIPEIDUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACEI OTES TO FIELD - For BuildmaDeoartment Use Oniv EnergyPro 3.1 _ By EnergySoft User Number. 4633 Job Number. WSE01786 Page: 14 of 21 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 IPROJEC NAM TOSCO CIRCLE -K @ LA QUINTA °A� 10/3/01 --S(]PPCY I i FAN RETURN FAN Efficiency Tons Motor Location Equipment Name Equipment Type Qty. Tot. City GPM BHP Motor. Eff. Drive Eff. Pump Control Constant Volume Draw -Through 2,000 0.69 84.0% 97.0% none VV I 5QILI::K SUMMARY i j Energy Factor ISystem oEfficiency Standby LRoveP lot r TANKINUUL Name System Type Distribution Type Rated Input (Gals.) Vol. R -Val. O SMITH DEL -30 Storage Elec. Standard 1 15,359 300.9 Na I N I j i System Name System Type' Qty. Output Aux. I kW Eff. Output Sensible Efficiency Economizer Type TRANE YCD060CL-300 Packaged DX 3 73,000 0.0 78% AFUE 53,500 39,40 11.5 SEER / 9.9 EER Fixed Temp (Integrate i i i CENTRAL SYSTEM FAN SUMMARY --S(]PPCY FAN RETURN FAN System Name Fan Type Motor Location CFM BHP Motor Eff. Drive Eff. CFM BHP Motor Eff. Drive Eff; Constant Volume Draw -Through 2,000 0.69 84.0% 97.0% none I EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Pann'15 of 71 IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 M E -C—H .72 I PROJECT NAME 1 DATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 VAV TtKMINAL BUX TERMINAL FA BASEBOARD—: Min. CFM Reheat Coil I I Motoo Drive Zone Name I System Type 1 Qty. Ratio I Type elta CFM BHP Eff. I Eff. Type Output I I ............ i i i I I I I � � jl ii I ! A CA i EXHAUSIFAN Room Name Qty, CFM BHP Motor Eff. Drive Eff. Room Name Qty- CFM BHP Moto i Eff. Drive Eff. FOOD PREP 1 300 0.12 77.00/c EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 Page: 16 of 21 i MECHANICAL VENTILATION MECH-3 rrw�ca.nrmc DATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 7 © a a a© o a o 0 AREA CFM CFM (SF) PER SF (B x C) 3,12 0.23 718 m MIN. 1*4 MIN OF PERCFM PEOPL PERSON (EXF) 53. 15.0 796 REQ'D OA (MAX OF D OR G) 796 796 r ■.� � �� � -err - PROJECT NAME a DATE SYSTEM NAME TOSCO CIRCLE -K @ LA QUINTA 10/3/01 AC -1, 2,3 FLOOR 3,120 iNu i M: rroviae one copy of this form for each mechanical system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: COOLING HEATING - OUTDOOR DRY BULB TEMPERATURE (APPENDIX C) 112 OF 2 OF - OUTDOOR WET BULB TEMPERATURE (APPENDIX C) 7 of - INDOOR, DRY BULB TEMPERATURE SEE APPEND X g APTER 8,1993OR 741 OF 70 OF 2. SIZING: DESIGN OUTDOOR AIR - ROOM LOADS - RETURN VENTED LIGHTING - RETURN AIR DUCTS - RETURN FAN - SUPPLY FAN - SUPPLY DUCTS SAFETY / WARM-UP FACTOR 796 CFM (MECH 3; COLUMN 1) 31,772 98,32 0 4,916 0 4,916 TOTALS 139,937 1.2 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY / WARM-UP FACTOR) 169 324 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN l� ��• rvrrCt� VVwJulvlr 1 a FAN DESCRIPTION Supply Fan Exhaust Fan 4 T1 DESIGN BRAKE HP 0.690 0.125 0 o a EFFICIENCY NUMBER OF FANS MOTOR DRIVE 84.0% 97.0°/ 3 77.0% 97.0% 1 NOTE: Include only fan systems exceeding 25 HP (see Section 144). Total Fan System Power Demand may not exceed 0.8 Watts/cfm for constant volume systems or 1.25 Watts/cfm for VAV systems. 102,893 Btu / Hr 37,228 47,71 n/ 2,38 2,38 89,71 1.43 128,288 219,000 Btu / Hr CFM (Supply Fans) 6,000 TOTALS 2,020 6,000 TOTAL FAN SYSTEM POWER DEMAND 0.337 WATTS / CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 4633 Job Number. WSE01786Page 18 of 21 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM TOSCO CIRCLE -K @ LA QUINTA DESCRIPTION Equipment and Systems Efficiencies �( §111 Any appliance for which there is a California standard established in the Appliance - Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. § 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. �j § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) • Each space conditioning system shall be installed with one of the following: R§ 122(e)1A Each space conditioning system serving building types 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(9)16 An occupancy sensor to control the operating period of the system; or �I § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. § 122(9)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 cooling thermostat setpoint. 77- § 122(s) 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. § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat i 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 i shall be adjustable up to 85 degrees F or higher. Where used for both heating and I. 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. jx § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. ! § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. j 10/3/01 igner JEnforcement EnergyPro 3.1 _ By EnergySoft User Number. 4633 Job Number. WSE01786 Page: 19 of 21 d MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME GATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 f Description (Designer ;Enforcement: Ventilation x § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. § 122(f) Gravity or automatic dampers Interlocked and closed on fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and exhaust systems. § 1220 All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. § 121(f)1 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 § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certifled by the installing licensed 6-20 mechanical contractor and certified 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 ventilation system; or § 121(f)3 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(f)4 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 pump(s) when hot water is not required. § 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 maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot.water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices 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 gallonsicycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating 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 switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft User Number. 4833 Job Number. WSE01786 Page:20 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY :NKVJEGT NAME DATE TOSCO CIRCLE -K @ LA QUINTA 10/3/01 'SYSTEM NAME FLOOR AREA AC -1, 2, 3 3,120 Number of Systems i 3i -Heating System I Output per System 73,000 _Total Output (Btuh) 219,000 Output (Btuh/sgft) 70.2 :Cooling System Output per System 53,500 Total Output (Btuh) 1 160,500 1. Total Output (Tons) i 13.4 Total Output (Btuh/sgft) 51.4 Total Output (sgft/Ton) 233.3 jAir System CFM per System 2,000 Airflow (cfm) — 6,000 Airflow (cfm/sgft) • 1.92 Airflow (cfm/Ton) 448.6 Outside Air (%) 13.3 Outside Air (cfm/sgft) 0.26 Note: values above given at ARI conditions 26.0 OF Outside A 796 cfm I 69.6 of 112.0 / 77.71 OF i Outside 796 cfm i 74.8%67:2 .0 F 63.8 of 1 Total Room Loads I Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 9,6271 796 COOLING PEAK i COIL HTG. PEAK' ! Sensiblei Latent . 1 CFM Sensible 98,3201 18,139- 1,617: 47,712! p 1 4,9161 2,3861 of 01 31,7721 291 7961 37,2281 I 01 01 4,9161 2,3861 139,937 18,4301 89,7121 TRANE YCD060CL300 102,8931 48,5601 Total Adjusted System Output 102,893 48,5601 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK ; Aug 3pm1 Heating Coil 97.90F Supply Fan buuu ctm 219,0001 I i 219,0001 Jan 12 ami 97.9 of )ob Supply Air Ducts 97.5 OF• ROGIVIS i 70.0 OF k Return Air Ducts 79.7 / 68.7 of . 63.7 / 62.7 of Cooling Coil Supply Fa 6000 cfm 63.7 / 62.7 of Supply Air Ducts Fan 64.5 / 63.0 of 69.7% R.H. ROOMS ; I 74.0/66.9OF Qor,,.n Air n,, -+r EnergyPro 3.1 By EnergySoft User Number. 4633 Job Number. WSE01786 . Page: 21 of 21 ICBO Evaluation Service, Inc. Accredited by the American Natlonal Standards Institute 5360 WORKMAN MILL ROAD e WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright ® 2000 ICSO Evaluation Service, Inc, Filing Category: VENEER (278) CORONADO STONE CORONADO STONE PRODUCTS, INC. 11191 CALABASH AVENUE FONTANA, CALIFORNIA 92337 1.0 SUBJECT Coronado Stone, 2.0 DESCRIPTION 2.1 General: The veneer is composed of precast units approximately 1 to 2 inches (25.4 mm) thick and from 36 to a maximum of 720 square inches (0.023 to 0.464 m2) in area, with a maximum dimension of 36 inches (914 mm). The maximum veneer weight is 15 pounds per square foot (73.2 kg/M2). The product is manufactured from Type III Portland cement conforming with ASTM C 150 as modified by UBC Standard 21-3, pumice aggregate, mineral oxide color, air -entraining mixture. and water as necessary for casting. 2.2 Application to Existing Wood -frame Construction: The veneer units are designed to be applied over existing wall surfaces of interior plaster or interior drywall and painted exte- rior stucco or wood siding which provides a firm base for the veneer. Exterior wood surfaces are covered with a building paper conforming to Section 1402 of the Uniform Building Code. There must be a weather-reslstive barrier beneath exterior plaster and painted stucco walls. A corrosion -resis- tive, 3.4 -pound -per -square -yard (1.29 kg/m2), self -furring metal lath Is secured with nails to the supporting wood studs spaced 16 inches (406 mm) on center. Nails are spaced 6 inches (152 mm) on center and are of sufficient length to penetrate studs a minimum of 1 inch (25.4 mm). A scratch coat of Type S cement mortar, approximately 3/8 inch (9.5 mm) thick, is applied over the metal lath and allowed to cure at least 48 hours before the mortar bed is applied. A 3/4 -inch -thick (19.1 mm) Type S mortar setting bed is applied to the moistened scratch coat In areas of approximately 10 square feet (0.929 m2). The veneer units are lightly but firmly tapped into the mortar bed to ensure bond while the mortar is soft and pliable. As an alternate, the setting bed may be ap- plied to the back of each veneer unit and pressed into place. The mortar bed consistency must allow mortar to be squeezed around all edges of the veneer unit to assure full bond. All joints must be tooled. 2.3 Application to New Wood -frame Construction. The veneer may be applied to open wood studs spaced 16 inches (406 mm) on center and covered with line wire as re- ER -1842 Reissued December 1, 2000 qulred for exterior plaster and a weather barrier complying w'Ith Section 1402 of the code. A 3.4 -pound -per -square -yard (1,29 kg/m2), self -furring metal lath or No. 17 gage [0.0538 inch (1.31 mm)]. 11/2 -inch (38 mm) woven -wire mesh is installed over the weather -resistive barrier and attached to the studs with galvanized furring nails spaced 6 inches (152 mm) on center, The nails must be of sufficient length to pro- vide a minimum 1 -inch (25.4 mm) penetration into the sup- porting wood studs, A 1/2 -inch (12.7 mm) scratch coat of Type S mortar is applied over the wire mesh to provide a rigid back- ing for the veneer, and is allowed to cure for a minimum 48 hours before the mortar setting bed is applied. A Type S mortarsetting bed,'/2 to 3/d inch (12.7 to 19.1 mm) thick. Is then applied to the moistened scratch coat in areas of approximately 10 square feet (0.929 m2). The combined thickness of the scratch coat and mortar setting bed must be a minimum 7/8 Inch (22 mm). As an alternate to applying the mortar setting bed to the scratch coat, the mortar setting bed may be applied to the back of each veneer unit Veneer units must be gently tapped Into place and all Joints tooled. 2.4 Application to Masonry: The veneer may be applied directly to a masonry backing without mesh, provided the surface is clean. Painted orwater- proofed masonry surfaces are first cleaned by sandblasting to provide a good bond surface. The mortar setting bed is Type S cement mortarat least 1/2 inch (12,7 mm) thick, as de- scribed for new wood -frame construction. 2.5 Application to Metal Studs: The veneer maybe applied to metal studs which are minimum No. 18 gage [0,0478 inch (1.21 mm)) galvanized metal. Exte- riorwall surfaces are coveredwith a building papercomplying with Section 1402 of the code. A corrosion -resistant, 3.4 -pound -per -square -yard (1.29 kg/m2), self -furring metal lath Is secured to the studs spaced a maximum of 16 inches (406 mm) on center with corrosion -resistant, No. 8, self - drilling, self -tapping screws spaced 6 inches (152 mm) on center. A corrosion -resistant, 3/a -inch -high, (9,5 mm) ribbed, expanded metal lath is attached to metal studs spaced a maximum of 24 inches (610 mm) on center with corrosion - resistant, No. 8, self -drilling, self -tapping screws, 5 inches (127 mm) on center. The screws for both applications are to penetrate into the metal a minimum of inch (6.4 mm). A 1/2 -inch -thick (12.7 mm) scratch coat of Type S mortar is ap- plied Into and overthe lath to provide a backing for the veneer, and is allowed to cure for not less than 24 hours. The precast units are then applied as described for new wood -frame construction. *Corrected, April 20ol EN111fali(Ita repurtar, of ICt1O l_`val*tatiort Service, Inc, are issued soleb- to provide lnforlallon to Claw A rnenlher5 ofICBO, utilising the cadr. upon which rhe report is based. Evaluation reports are not to he construed us r<prlxenfirag aesthetics or any other attributes not specy7cally addressed no r as an endorsenten/ oe reconrlttc/l- (lurion fbr use of rhe subject report. This report is based upon independent rests or othertechnicul data subnriaed by the applicant. The ICDO Eva/taadon Service, lite., technical kagffhas reviatved file testresulls'tandlar other data, but does n0tpatSe91 tdc fildlitleS 90 take.all independent verification. There is no warranty by/ CRU Evahrarian Service, Me_ express al'int lliell, (Isit) «Ir- `I-indilt •'nr tither rrtabrr in there Orr orayrotinyproettietcovereelki,lhereporLThis disclaimer includes, but is not timitFdtO. merclraNr(rblli . Page 1 of 2 ,1 Page 2 of 2 ER -1842 2.6 Application to Sheet Metal Construction: The veneer may be applied directly over No. 18 gage [0.0478 inch (1,21 mm)] galvanized sheet metal wall surfaces which provide a firm base for the veneer and provide equivalent weather protection to that specified in Section 1402 of the code. A corrosion -resistant, 3.4-pound-per-squam-yard (1.29 kg/m2), self -furring metal lath Is secured with No. 8, self - tapping metal screws to the metal surface, spaced 16 inches (406 mm) on center horizontally and 6 inches (152 mm) on center vertically. A 1/2 -Inch (12.7 mm) scratch coat of Type S mortar is then applied, embedding into and on the metal lath to provide a backing for the veneer, and is allowed to cure for not less than 48 hours. The precast units are then applied as described for new wood -frame construction. 2.7 Miscellaneous: 1. Expansion or controljoints to limit the effect of differential movement of supports must be specified by the architect, designer or veneer manufacturer, in that order. Consider- ation must also be given to movement caused bytemper- ature change, shrinkage, creep and deflection. 2. Type S mortar Is composed of three parts clean plaster sand and one -part plastic cement. 3. The ambient temperature must be 40'F (4,4 C') or higher at time of veneer application.. 2.8 Identification: All pallets are labeled or stamped with the manufacturer's name and product name. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBG ES Acceptance Criteria for Precast Stone Veneer (AC51), dated June 1988 (corrected February 1991). 4.0 FINDINGS That the Coronado Stone Veneer described in this report complies with the 1997 Uniform Building Code' for adhered veneer, subject to the following conditions: 4.1 The veneer Is Installed In accordance with this re- port and the manufacturer's instructions. 4.2 The veneer attached to wood backing Is limited to a maximum 30 feet (9144 mm) above adjacent ground elevation, except when special construc- tion designed to provide for differential movement Is approved by the building official. 4.3 The veneer Is not assumed to add strength or fire resistance to the wall construction. This report Is subject to re-examination in one year.