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06-0829 (OFC),tea P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: 6 Application description: Property Zoning: Application valuation: Applicant: 06-00000829 78115 CALLE ESTADO 7.70-152-010- - NEW COMML - OFFICE/BANK VILLAGE COMMERCIAL 603980 Architect or Engineer: A- _. _/ I BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 588920 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of. not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offeied for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _) I am exempt under Sec. B.&P.C. for this reason ("Dat.: /1 7- i% G caner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERNIIT Owner: DAVID BRUDVIK 52-050 INDUSTRIAL WAY COACHELLA, CA 92236 Contractor: ASARO BUILDERS, INC. 42220 GREEN WAY, H PALM DFSERT, CA 92211 (760)776-0043 Lic.-No.: 588920 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/15/06 ?F NOV 17 2006 CITY OF LA QUINTA FINANCE DEPT. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 229002420506 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compyonrovisions of Section 3700 of the ode, I shall forthwith comwith those pro Date/. -/TO/- Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSAT N COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to, the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relatingtoo building construction, and hereby authorize representatives of this county to enter upon the above- ntioneer property for inspection p poses. ooe Date ��ign ure Ior Agent): ate` Application Number . . . 06-00000829 Permit . . . BUILDING PERMIT Additional desc . . INV FEE ADDED $2351.50 Permit Fee . . . . 4703.00 Plan Check Fee 1528.48 Issue Date. Valuation . . . . 603980 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 4391.00 104.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG'500,001-1,000,000 312.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 229.52 Plan Check Fee 57.38 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 10726.00 .0200 ---------------------------------------------=------------------------------ ' ELEC GARAGE OR NON-RESIDENTIAL 214.52 Permit GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/12/07 Qty Unit Charge Per Extension . ------------ --------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 300.50 Plan Check Fee 113.38 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/12/07 Qty Unit Charge Per. Extension BASE FEE 15.00 7.00 9.0000 EA MECH FURNACE <=100K 63.00 .00 9.0000 EA MECH B/C <=3HP/100K BTU .00 .00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU .00 7.00 22.5000 EA MC B/C >15 <=30HP/500K-1M BTU 157.50 10.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 65.00 Permit . . . . . . PLUMBING LQPERMIT John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of: Banning .; Beaumont Calimesa 4. Canyon Lake . Coachella .;. Desert Hot Springs Indian Wells .;. Indio .; Lake Elsinore La Quinta Moreno Valley . Palm Desert Perris e. - Rancho Mirage San Jacinto .; Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 February 8, 2007 Craig Fire Protection 6044 W 1 st Street Pomona, CA 91766 Re: Fire Sprinkler Plan Review LAQ-06-BP-072/Plaza Estado at Desert Club Drive & Calle Estado, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) Provide a separate point of connection for the second sprinkler head as noted or provide hydraulic calculations to verify the design flow rate when piping two new ceiling sprinklers from an existing outlet in an overhead system. (NFPA 13, Sec. 5-13.20.3, Excep. 1) 3) Permanently marked identification signs shall be attached to all control valves. 4) A sign.shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 5) Provide for 24 hour monitoring of the sprinkler alarm system. 6) The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: a) Overhead: All piping must be visible and 200 psi hydrostatic for 2 hours. (Verify with field inspector for hydro variance.) Ceiling panels must not be in place. (NFPA 13, Sec. 10-2.2.1, Exception No. 4) b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicantlinstaller shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By Sonia Cooley Fire Safety Specialist EMERGENCY SERVICES DIVISION . PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2n° FI., Indio, CA 92201 . (760) 863-8886 • Fax (760) 863-7072 John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of: Banning Beaumont Calimesa 4. Canyon Lake 4. Coachella 4. Desert Hot Springs 4. Indian Wells Indio .; Lake Elsinore 4. La Quinta Moreno Valley .; Palm Desert 4. Perris 4. Rancho Mirage San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 January 2, 2006 Comtron Systems, Inc. 41-651 Corporate Way, #6 Palm Desert, CA 92260 Re: Sprinkler Monitoring Plan Review LAQ-03-BP-072 / Plaza Estado at 78115 Calle Estado, La Quinta, CA The alarm plans you submitted for the above' referenced project have been reviewed by the Riverside County Fire Department and are approved with the following conditions: 1) NFPA 72, Section 5-2.2.3: It shall be conspicuously indicated by the prime contractor that the fire alarm system providing service at a protected premises complies with all the requirements of this code by providing a means of third party verification, as specified in 5-2.2.3.1 or 5-2.2.3.2. 2) For Central Station monitoring service, provide written documentation, at the time of acceptance testing, that there.is a contract to provide the runner and maintenance services as required per NFPA 72. 3) 1999 NFPA 72, Sec. 1-5.1.4: Installation personnel shall be supervised by persons who are qualified and experienced in the installation, inspection, and testing of fire alarm systems. Examples of qualified personnel shall include, but not be limited to, the following: a) Factory trained and certified personnel b) National Institute of Certification in Engineering Technologies (NICET) fire alarm level II certified personnel c) Personnel licensed or certified by state or local authority 4) The Fire Department Planning Division staff shall witness the following inspections/tests: a) Pre -Device Inspection — Wiring and all junction boxes shall be inspected prior to being covered by wallboards and/or hanging of any devices. b) Acceptance Test - The alarm installer shall provide all needed testing equipment to complete the final alarm inspection. 5) Provide a completed NFPA 72 Record of Completion that the system has been installed in accordance with the approved plans and specifications as required by 2001 CFC, Sec. 1006.3.4.2. 6) The Fire Department Job Card, approved plans and conditions letter must be at the job site or no inspection will be performed. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 Should there be need for further information and/or clarification, please contact the undersigned. Thank you for your continuing cooperation in advance. Sincerely, Tracy Hobday Battalion Chief/County Fire Marshal ByA O Sonia Cooley Fire Safety Specialist EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 M� 4. TITLE 24 REPORT Title 24 Report for: Calle Estado, LLC Desert Club Dr. & Calle Esta La Quinta, CA 92253 Project Designer: CITY OF LA Q-rUirI NTA BUILDING APPROVED FOR CONSTRUCTIO 0 DA South West Concects 78-120 Calle Estado, Suite 206 La Quinta, CA 92253 (760) 564-4707 Report Prepared By: Tim Scott H & H Air Conditioning 74-991 Joni Drive #20 Palm Desert, CA 92260-2043 (760) 340-3088 Job Number: rMAR Date: 2006 12/29/05 EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and i orized 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: User Number: 5533 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV -MM Envelope Mandatory Measures 28 Form LTG -7-C Room Cavity Ratio Worksheet 29 Form OLTG-1-C Certificate of Compliance 30 Form OLTG-2-C Lighting Compliance Summary 32 Form OLTG-3-C Illuminated Area Calculation Worksheet 33 Form LTG -MM Lighting Mandatory Measures 34 Form MECH-MM Mechanical Mandatory Measures 35 HVAC System Heating and Cooling Loads Summary 37 Room Load Summary - 50 Room Heating Peak Loads 63 Room Cooling Peak Loads 76 Room Cooling Coil Loads 90 EnergyPro 4.0 by EnergySoft Job Number: User Number: 5533 a, PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 Calle Estado, LLC esert Club Dr. & Calle Estado La Quinta NCIPAL DESIGNER - ENVELOPE South West Concects H & H Air Conditioning 12/29/05 :PHONE Building Permit # 760) 564-4707 PHONE Checked by/Date 760) 340-3088 Enforcement Agency Use 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 a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is ccurate a d complete. D-O-CUMENTATION AUTFUOR SIG E DATE Tim Scott _11- j0 -t The Principal Designer hereby certifys that the proposed building design represented in this set of construction document is t consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. LJ F-] 1. 1 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, mechanical engineer, or I am a licensed architect. i 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 performing this work. 4 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 are printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms ENV -1 9,048 Sq.Ft. LIC7NO. r1 ATE- I 15 3UILDING TYPE U NONRESIDENTIAL i Indicate location on plans of Note Block for Mandatory Measures Required Forms HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM 3HASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION [:] ALTERATION EXISTING + ADDITION 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 a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is ccurate a d complete. D-O-CUMENTATION AUTFUOR SIG E DATE Tim Scott _11- j0 -t The Principal Designer hereby certifys that the proposed building design represented in this set of construction document is t consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. LJ F-] 1. 1 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, mechanical engineer, or I am a licensed architect. i 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 performing this work. 4 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 are printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms ENV -1 (PRINCIPAL ENVEL""OPE-DESIGNER-FTA SIGNATUR I; South West Concects LIC7NO. r1 ATE- ILIGHTING COMPLIANCE i Indicate location on plans of Note Block for Mandatory Measures Required Forms LTG -1 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURELIC. Hegge Electrical Contractors NO. DATE 1 __ Indicate location on plans of Note Block for Mandatory Measures Require Forms RINCIPAL MECHANICAL DESIGNER - NAME SI RE H & H Air Conditioning MECH-1, MEC1-1-2, MECH-3 LIC. NO. DATE �/0,��1 ?��j�o�' i Kun Initiation Ilme: iz/r EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: e: Page:3 of 103 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 Calle Estado, LLC 12/29/05 ENERGY COMPONENT Standard Design Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type Proposed Design sqft. sqft. sqft. Compliance Margin Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process 2.01 1.29 0.73 169.18 139.28 29.90 55.47 57.67 -2.20 0.00 0.00 0.00 0.00 0.00 0.00 16.17 16.31 -0.14 72.98 75.14 -2.16 81.78 81.78 0.00 4.90 4.90 0.00 TOTALS: 402.48 376.35 26.13 Percent better than Standard: 6.5% ( 6.6% excluding process) Building Orientation Number of Stories Number of Systems Number of Zones (North) 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 9,048 sqft. sqft. sqft. 2 o 14 5,402 13 Natural Gas 233 13.2% Orientation Front Elevation (North) Left Elevation (East) Rear Elevation (South) Right Elevation (West) Total Roof Gross Area sqft. sqft. sqft. sgft. sqft. sqft. Glazing Area Glazing sqft. sqft. sqft. 1 sqft. sgff. sqft. Ratio 3,065 1,260 41.1% 1,770 233 13.2% 3,135 568 18.1% 1,870 80 4.30X 9,840 2,141 5,411 ==� E0.0% Standard Proposed Lighting Power Density 1.100 W/sgft. 1.133 W/sgft. Prescriptive Env. Heat Loss 2,186 Btu/h 2,066 Btu/h Prescriptive Env. Heat Gain 225,389 Btu/h-F 215,970 Btu/h-F hCun initiation I Ime: 1L/ZU/U5 "Il:u4:4ts KUn C:OCte: i1jotsujutsts EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:4 of 103 4 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 �OJECT NAME Calle Estado, LLC DATE 12/29/05 System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)1 Ctrl. Allowed LPD Credits Area ailo�ed (W/sf)2 (W/sf)3 (W/sf)4 Proc. Loads (W/sf) HVAC -4 Suite 101 Comp Bldg Office 820 0.79 HVAC -2 Suite 102 Comp Bldg Office 433 1.28 HVAC -2.5 Suite 103 Comp Bldg Office 484 1.285 1.500 HVAC -2 Suite 104 Comp Bldg Office 484 1.28 HVAC -2 Suite 105 Comp Bldg Office 433 1.28 HVAC 2.5 Suite 106 Comp Bldg Office 578 1.28 HVAC 2 Suite 107 Comp Bldg Office 405 1.37 HVAC -3 Suite 201 Comp Bldg Office 619 1.05 HVAC -3 Suite 202 Comp Bldg Office 728 1.02 HVAC -3 Suite 203 Comp Bldg Office 781 1.27 HVAC -4 Suite 204 Comp Bldg Office 860 1.264 HVAC -4 Suite 205 Comp Bldg Office 1,733 0.93 HVAC -3.5 Suite 206 Comp Bldg Office 690 1.07 I Notes: 1. See LTG -2-C (items marked with asterisk, see LTG -2 -C by others) 2. See LTG -4-C 3. See LTG -5-C (by others) 4. See LTG -6-C Items above require special documentation 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 adequacy of the special justification and documentation submitted. Not Valid for permit applications submitted on or after 01/23/06 because Energy Budget is based on SEER 10. The HVAC System "HVAC4" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -2" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -2.5" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -2" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -2" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC 2.5" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC 2" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -3" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -3" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC -3" includes Demand Control Ventilation per Standards Section 121. The HVAC System "HVAC4" includes Demand Control Ventilation per Standards Section 121. _J The HVAC System "HVAC -4" includes Demand Control Ventilation per Standards Section 121. We exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and cumentation for their use have been provided by the applicant. Authorized Signature or Stamo Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:5 of 103 4 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 FOJECT NAME Calle Estado, LLC DATE 12/29/05 System Name Zone Name Occupancy Type Floor Inst. Area LPD (sgft.) (W/sf)1 Ctrl: Credits (W/sf)2 Allowed LPD Areaailo�ed (W/sf)3 (W/sf)4 Proc. Loads (W/sf) Notes: 1. See LTG -2-C 2. See LTG -4-C 3. See LTG -5-C 4. See LTG -6-C (items marked with asterisk, see LTG -2 -C by others) (by others) Items above require special documentation IF-XCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST t ne local enforcement agency snowa pay special attention to the items specittea to tnls cnecKllst. i nese 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 adequacy of the special justification and documentation submitted. The HVAC System "HVAC -3.5" includes Demand Control Ventilation per Standards Section 121. e exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and cumentation for their use have been provided by the applicant. Authorized Signature or Stamp 4.0 by EnergySoft User Number: 5533 Job Number: Page:6 of 103 r CERTIFICATE OF COMPLIANCE ENV -1 -C �OJECT NAME DATE Calle 'Estado, LLC 12/29/05 OPAQUE SURFACES # SurfaceInsulation Type Area U -Fac. Cay. Cont. Act. Azm. Tilt Co -n . Status -dint Appendix IV Reference - Location / Comments 1 Wall 178 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 101 2 Wall 64 0.074 R-19 R-0.0 45 90 New 09-A5 Suite 101 3 Wall 164 0.074 R-19 R-0.0 90 90 New 09-A5 Suite 101 4 Wall 346 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 101 5 Wall 151 0.074 R-19 R-0.0 270 1 90 New 09-A5 Suite 101 6 W ll 69 0.07 R-19 R-0.0 0 90 New 09-A5 Sui-te0 7 1Nall 116 0-07 R-19 R-0.0 1SO 90 New 69-A5 Suife 102 8 Wall 134 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 103 9 Wall 81 0. 7 R-19 R-0.0 f80 0 New 09-A5 Sute 103 10 Wall 241 0.074 R-19 R-0.0 270 90 New 09-A5 Suite 103 11- Door 24 1.450 None R-0.0 270 HF -New 28=A1 Suite 103 _ 12 Wall 134 0.074 R-19 R-0.01 0 1 90 New 09-A5 Suite 104 13 Wall 265 0.074 R-19 R-0.0 90 90 New 09-A5 Suite 104 14 Wall 181 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 104 i 13 1111a11 fig 0:07 R-19 R-0.0 0 90 New 09=A5 Suite 105 16 Will 11 Ir 6C.0 1 F R-19 R-0.0 180 90 New 69=A Suite 103 17 Wall 114 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 106 18 Mill 30 ---0-.67-4 R-19 R-0.0 90 0 New 109-A5 Suite 106 19 Wall 290 0.074 R-19 R-0.0 17- 0-1 90 New 09-A5 Suite 106 2U Wall 94 0.074 R-19 R-0.01 90 1 90 New 09-A5 Suite 107 N. L. A. K (New, txlstthg, Altered, Kemoved) [-] More than or equal to lu,uuu sq.tl. of site-ouill fenestration area must Incivae a lane] certificate either Issued by NFKG or provide a CtG Default Label Certificate using the default u -factors from Standards Table 116-A and B. Certificate shall be filed in the contractor's Droiecl office during construction and in the building manacer's office after construction ( I # -Window 3 4^ Type Area Ac . Cond. -Location/ U -Fac? SHGC2 Azm. Stat. Glazing Type Comments 116--A 0.53 -1-C--B- 0 New Double onetal Tinted Suite 101 0.7580 -1-1-6 --A 033 1168 0 ewDou61e "on Metal -Tinted Suite 1"0- 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 101 0.53 116-B 0 New Double Non Metal Tinted Suite 101 Window Front North 24t.5580 Front (Nortff 48 Window Front (North) 24 Window Front (North) 36-6-.-580'-1-16-A 5 67Wi- Window dow Front Northeast [-eft (East) 36 36 0.580 0.580TI-6--A 1 -A 5 -6.537116=B 1 6- 45 90 New eN w ou le on Metal Tinted -Double Ron M-6fa-l-Tinted Suite 101 Suite 1"01- 7 Windt ow Rear (Soufh7 20 0380 Tf6- -53 1168 6.0 ew DouW-e-NnM611a1T'inted Suite 101 ` 8 Window Rear (South) 24 0.580 116-A 0.53 116-B 180 180 New Double Non Metal Tinted Suite 101 9 10 11 Window Window Window Front (North) Front (Norfli ront (Norfh- 24 48 24 0.580 0.580 0.580 116-A Tf6=A0.53 ff6-A 0.53 U.53 116-B 116-B 11"6B 0 0 0 New -New ew Double Non Metal Tinted Double Non Metal -Tinted Double Non Mefal-Tinted Suite 102 Suite Suite 1-02--- - 1 Window Rear (South) 24-0-80-1-1-6-A 0.53 116-B 180 New Double Non Metal Tinted Suite 102 13 Window Rear (South)- -230.580 8 T16=A CF53 1168 180New 10.0 0.1 10.0 Double NonMetal Tinted Suite 102 '- (1)U -tactor I ype: 1lb-A Uetaull I able from 5lanaar0s, I able NI -1 Uelault I able from the AGM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR •JIINIMUM SHADING Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. Hgt. LExt.RExt. Dist. Len. Hgt. Right Fin Dist. Len. Hgt. 1 None -0-.7-6--8.0 3.0 ---2-.0---0-.1- 2.0 2.0 2 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 3 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 4 I None 0.76 6.0 6.0 2.0 0.1 2.0 2.0 _ 5^ None 0.76 6.0 6.0 2.0 0.1 2.0 2.0 -9---None 0-7 6- 6-0 7 None 0.76 5.0 4.0 10.0 0.1 10.0 10.0 8 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 9 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 10 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 11 None 10.76 8.0 3.0 12.0 0.1 2.0 2.0 =None 1 0.71 1 10.0 0.1 10.0 10.0 13 INone 10.76 1 5.0 5.0 1 10.0 0.1 10.0 10.0 1 SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 11 0.5 W/sq.ft. If this box Is checked, ENV -4-C must be filled out when submitting under the Prescriptive Compliance Approach. I Kun Initiation I Ime: 11/1`JIU5 11:u4:4t$ Kun i ooe: 993btsujusu I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 7 of 103 1 CERTIFICATE OF COMPLIANCE ENV -1 -Cl OJECT NAME DATE Calle Estado, LLC 12/29/05 l JE SURFACES N, 5u ace Type Area U -Fac. Insulation Cay. Cont. Act. Azm. Tilt Cond. Status oint Appendix IV Reference - - - Location / Comments 21 Wall 210 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 107 22 Wall 190 0.074 R-19 R-0.0 270 90 New 09-A5 Suite 107 23 Roof 619 0.036 R-30 R-0.0 0 0 New 02-A9 Suite 201 24 Wall 139 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 201 - - - - 1 25 Wall 64 0.074 R-19 R-0.01 45 90 New 09-A5 Suite 201 X1 -6- W511 124 X074 R-19 R-0.0 90 90 New 09-A5 Suite 201 �__ 2 71111511 28 29 Roof Wa11 286--0-074- 728 64 0.036 7 R-19 R-30 R-19 R-0.0 R-0.0 R-0.0 180 0 0 _507_New 0 9 New New 09=A5 02-A9 09- 5 Sui�201 _� Suite 202 Suite 202 30 Wall 200 0.074 R-19 R-0.0 90 90 New 09-A5 Suite 202 -31-W511- 116-A 116=A 1T6= f51 0-074 R-19 R-0.0 180 90 New 09=A5 Suite 32 Floor 280 0.037 R-19 R-0.0 0 180 New 20-A4 Suite 202 33 Roof 7811 0.036 R-30 R-0.0 0 0 New 02-A9 Suite 203 34 Wall 134 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 203 35 W5ll 176 0-074 R-19 R-0.0 180 90 New 69=A5 36 W511-- 3-6 0.074 R-19 R-0.0 _2T0__90 New 69-A5 37 Door 24 1.450 one R-0.0 270 90 New 28-A1 Suite 203 38 Floor 6 0.037 R-19 R-0.0 0 180 New 20-A4 -suite 203 --- i, 39 Roof 860 0.036 R-30 R-0.0 0 0 New 02-A9 Suite 204 4l1 -Wall 34 0.074 R-19 R-0.01 0 New 09-A5Suite 2004 E. A. R (New, Existing, Altered, Hemoved) URFACES FMore than or equal to 10,000 sq.ft. of site -built fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U -factors from Standards Table 116-A and B. Certificate shall be filed in the contractor's project office during construction and in the building manager's office after construction I # Type Area U -Fac? SHGC2 Ac . Azm. Cond. Stat. - Glazing Type Locafionl-- Comments k_Window Wi_ffdUw__Rear FrontNorth (Soufh7 24 24 0.580 6.580 116-A f1 -6=A79.53- 0.53 1166-B 1T6=B f80eN New w Doub- le Ih on Metal Tinted Do-Uu-IeTlon Mefal-Tinted Suite 103 Suite 1_03- " 18 Window Rear (South) 25 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 103 119 Window Front (North) 24 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 104 20 Window Front Nort 8 0.580 116- .53 116-B 0 New ou a on Metaffinteduite 104 2T Window Front-(Noffh- -24-9.590 None 116=A 0.33- 11-6--8 -11--New 10.0 DoubleTlon I _eTal-Tin a Suite T04- �22- Window Rear (South? 25 T5f10 'F" A 0-53- 116=B f80 e� w -Double Noonefal-Tinfed Suite f04-�- -" 23 Window Rear (South) 24 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 104 24 25- 26-Wi-fidow Window Window Front (North) Fri (N -o- h� Front (Norfh� 24 48 24 0.580 0-580 9.580 116-A 116=A 1T6= 0.53 CF53 0.53 116-B 1168 1T68 0 0 0 New New New Double Non Metal Tinted Double Non Metal -Tinted ou61e NonMetal-Tinted Suite 105 Suite i -u5--- Suite T05- 27 Window Rear (South) 24 0.580 116-A 0_53_116 -Bl 1801 New IDouDle Non Metal Tinted Suite 105 - 28 Window Rear (South 24 _0_.W0 116= 0.53 116_B T80 New 9ou61e Non Meial-Tinted Isuite 105 (1) 1.1 -factor Type: 116-A Default Table from Standards, Table NI -1 Default Table from the AGM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING I # ,Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 16 None 0-.7-6- 8.03:0 2. 0.1 2.0 2.0 17 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 18 None 0.76 5.0 5.0 10.0 0.1 10.0 10.0 19 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 20 None 0.76 CO 6.0 2.0 0.1 2.0 _21-071 _ 2.0 21 -None 077-6 870 �0 _ 2-0 22 None 0.76 5.0 5.0 10.0 0.1 10.0 10.0 v 1 23 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 24' None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 25 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 26 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 27 None 0.76 8.0 3.0 10.0 0.1 10.0 _ 10.0 28 None 0.76 5.0 5.0 10.0 0.1 10.0 10.0 INIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least u 0.5 Wfsq.ft. If this box Is checked, ENV -0•C must be filled out when submitting under the Prescriptive Compliance Approach. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 8 of 103 4 CERTIFICATE OF COMPLIANCE ENV -1 -C OJECT NAME DATE Calle Estado, LLC 12/29/05 # Surface Type Area U -Fac. nsulation Cay. Cont. Act. Azm. Tilt Con -W Status oint-Appen�ic lx IV Reference Location / Comments 41 Wall 366 0.074 R-19 R-0.0 90 90 New 09-A5 Suite 204 42 Door 24 1.450 None R-0.0 90 90 New 28-A1 Suite 204 43 Wall 246 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 204 44 Floor 2661 0.037 R-19 R-0.0 0 180 New 20-A4 Suite 204 45 1 Roof 1,733 0.036 R-30 R-0.0 0 0 New 02-A9 Suite 205 46 Wall 1 -8 -6 -T.0 -74-R-19 116=A X53 116=B R-0.090 Suite 202- - None New --A5 Suite 205 47 Wall 95 6.0T R-19 R-0.0 90 90 New 09=A5 Suite 705 48 Wall 307 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 205 49 Wall 510 0.67 R-19 R-0.0 7 New 09-A5 Surte205 50 Floor 263 0.037 R-19 R-0.01 0 180 New 20-A4 Suite 205 51- Roof 890 0..036 R-30 R-0.0 0 0 New 02=A9 Suit206 52 Wall 320 0.074 R-19 R-0.0 0 90 New 09-A5 Suite 206 53 Wall 175 0.074 R-19 R-0.0 90 90 New 09-A5 _ Suite 206 54 Wall 250 0.074 R-19 R-0.0 180 90 New 09-A5 Suite 206 55- W511 --1-10'- T074 R-19 R-0.0 270 90 New 09=A5 Suife_206 -1 -5-6-F 1-65 _r 890 003 R-19 R-0.0 0 f80 New Z0 --A4 Suite 206 N, t, A, K thew. ❑xlsling, Allereu, Removeu) F-1More than or equal l0 lu,uuu sq.il. of site-bulll fenestration area must Include a label certificate either issued by NFRC or provide a GEL;Default Label Certificate using the default U -factors from Standards Table 116-A and B. Certificate shall be filed in the contractor's oroiect office durino construction and in the buildino manaeer's office after ronstruction # Type Area U -Fac? SHGC2 Ac . Cond. Azm. Stat. Glazing Type Location/ Comments V1 2 - Window Front Nort 24 Window Left (East) 24 0.58 T.580 116-A 0.53 116- 1Tf6=A 0-53 11-6=B 0 New Double Non Metal Tinted 9-0 New Dout5le Non Metal Tinted Suite 106 Suite 1-07 33 Window Le (East) 48 0.580 116-A 0.53 116-B 90 New Double Non Metal Tinted Suite 107 34 Window Left (East) 24 0.580 116-A 0.53 116-B 90 New Double Non Metal Tinted Suite 107 36 Window FrontNorth-T_ 24 0.580 6- -0.5Y 16- 0 New Dou le on Meta Ti inted Suite 201 16- Window Front (Norfh7 48 0.580 ff6=A 0753 176=60New -DoubTNon Metal -Tinted Suite 201 37 Window Front (North) 24 0..580 ff6=AU.S 1W-13 0ew ouble Non Metal -Tinted Suite 201 38 Window Front (Northeast) 36 0.580 116-A 0.53 116-B 45 New Double Non Metal Tinted Suite 201 39 40 Window Left (East) 36 Window Rear (Soufh7 24 0.580 0-550 116-A 0.53 116-8 T16=A 0-53 116=B 90 New Double Non Metal Tinted 180New Double Non M-6fa-l-Tinted Suite 201 Suite 201 41 Window Front (Norfhj 24 0.580 7T6=A 0.53 TT6B 0 ew ou6le Non Mefal Tinted Suite 20-2 42 Window Front (North) 48 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 202 _� 43 Window Front North) 24 0380 116=A X53 116=B 0 New Double Non INeial Tinied Suite 202- - (1)u -tactor type: 1lb-A uerauii I able Irom Slanoaros, I able NI -1 Uetaull 1 aole from the AGM Manual Appendix, NFKG Laoele0 value. (2) SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 31 None -0-.7-6--8.0 3.0 .0Ot 2.0 2.0 32 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 33 None 0.76 8.0 6.0 10.0 0.1 10.0 10.0 34 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 35 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 36 None CF76 8-0 IKI 2.0 0.1 5 . 37 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 38 None 0.76 6.0 6.0 2.0 0.1 2.0 2.0 39 None 0.76 6.0 6.0 2.0 0.1 2.0 2.0 40 None 0.76 8.0 3.0 10.0 0.1 10.0 10.0 41 None 0.76 1 8.0 3.0 1 2.0 0.1 2.0 2.0 42 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 43 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 •MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES F] The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15Ffeet and a LPD for general lighting of at least _J 0.5 W/sq.ft. If this box Is checked, ENV -4•C must be filled out when submitting under the Prescriptive Compliance Approach. I Kun Initiation I Ime: 1Z/Zy/Ub II:U4:4tf Kun uoae: 1135tSS3utsts I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 9 of 103 � 4 ;ERTIFICATE OF COMPLIANCE ENV -1-C �ROJECT NAME DATE Calle Estado, LLC 12/29/05 OPAQUE SURFACES 5urtace Insulation Act. Gond' ljoint Appendix # Type Area U -Fac. Cay. Cont. Azm. Tilt Status IV Reference Location /Comments N. E. A. R (New More man or equal to 1u,uuu sq.n. of sne-Dull tenestrauon area must include a iaoei cennica[e either issued Dy Nt-KU or provide a GtG Default Label uenibcafe using the default U -factors from Standards Table 116•A and B. Certificate shall be filed in the contractor's droiect office durinq construction and in the buildino manager's office after construction # 6 7 -Window Type Area U -Fac? SHGC2 Act.- Cond. Azm. Stat. Glazing Type Location/ Comments_ Suite 203 Window Front (N(N ®rt`h) 24 Front (North) 48 0.580 0-580 116-A 0.53 116-B T16=A 0-53 1T6=B New Dou le on Metal Tinted 0 ew Double Non Metal -Tinted Suite 203 '- SHGC Window Front (North) 24 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 203 F Window Rear (South) 24 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 203 `--� Window Rear Sout 3 6.5 16= New Double oN n flleial Tinted Suite 203 6.0 Window Fronf (Norfh) 2 0-580 TT6=A 9.53 1T6-- 0ew ou�MefafTin�d Suite 204 52 Window ront pN-orth7 48 0-580 TT6=A 0-53 TT6-- U -New ouble Non MetafTinted Suite 204 53 Window Front ( orth) 24 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 204 54 Window Rear (South) 30 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 204 55- Window Rear (Soufh� 24 0-580 TT6=A 033 ff6=8 180New Double Non Mefal-Tied Suite 204 56 Window Front(North� 24 0-580 1T6=A 0-53 1T6=B 0 New Double Non MetafTinted Suite 205 57 Window Front (North) 48 0.580 116-A 0.53 116-B 0 New Double Non Metal Tinted Suite 205 58 Window Front (No►th� 2 03.80 116=A 6:53 116=8 0 New double Non 11AetafTi�ed Suite 205 (1) U -tactor I ype: 116-A Default i aDle from Standards, I aDie NI -1 Default i able from ine AGM Manual Appendix, W KG Labeled value. (2) SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR �VI SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Len. Hgt. LExt.RExt. Left Fin Dist. Len. Hgt. Right Fin Dist. Len. Hgt. 46 None .76 8.0 3.0 2.0 0.1 2.0 47 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 48 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 49 None 0.76 8.0 3.0 4.0 0.1 4.0 4.0 50 None 0.76 5.0 6.0 4.0 0.1 4.0 4.0 51 None 0:76 8:0 3:0 52 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 53 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 _ 54 None 0.76 5.0 6.0 4.0 0.1 4.0 4.0 55 None 0.76 8.0 3.0 4.0 0.1 4.0 4.0 56 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 57 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 58 None 0.76 8.0 3.0 2.0 0.1 2.0 2.0 INIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.5 Wlsq.ft. If this box is checked, ENV4-C must be filled out when submitting under the Prescriptive Compliance Approach. Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 10 of 103 CERTIFICATE OF COMPLIANCE ENV -1 -C �OJEGT NAME DATE Calle Estado, LLC 12/29/05 OPAQUE SU RFAC ES # Surface Insulation Ac . Coma JoinfAppendix Type Area U -Fac. Cay. Cont. Azm. Tilt Status IV Reference Location / Comments Area U -Fac? SHGC2 I Con . Stat. Glazing Type Location/ -- Comments R1 2- Wind_ow Window Front (North Left (East) 24 30 0.58 0-58-0 - Tf6=A 0.53 116- 0-53 T1"6=8 90ew ewou a -Ie NonnIMlletal Tin -f -e Dou61e Non MefafTinted _ Suite 205 Suite 205- --- - 63 Window Rear (South) 48 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted _ Suite 205 64_Window Rear N. L. A. K (New, Lxisting, Altered, Kemoved) (- More man or equal to lu,uuu sq.n. or site-DUllt renestratlon area must include a label cenlncate elmer issued by NFRL, or provide a i.tt. uetaUlt Label l.erllticate using the default LI -factors ' I from Standards Table 116-A and B. Certificate shall be filed in the contractors proiect office during construction and in the building manager's office after construction i # Type Area U -Fac? SHGC2 Ac . Azm. Con . Stat. Glazing Type Location/ -- Comments R1 2- Wind_ow Window Front (North Left (East) 24 30 0.58 0-58-0 - Tf6=A 0.53 116- 0-53 T1"6=8 90ew ewou a -Ie NonnIMlletal Tin -f -e Dou61e Non MefafTinted _ Suite 205 Suite 205- --- - 63 Window Rear (South) 48 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted _ Suite 205 64_Window Rear (South) 25 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 205 - 65 66- indow Le Window Left-(Easfl East 18 18 0.5 0 0-580 -11-" T16=A 0.53 0.'53 TME9 116=6 90 90 New -New Double Non etas Tinted Double NonM-efal-Tinte- Suite 20? - Sui£�e 20.6--- - -- 67 Guindow Rear (Soufh7 18 0-580 TT6=A 0-53 16- T80 -New Dou-61e NonMefal Tinted Suite 206-' 68 Window Rear (South) 18 0.580 116-A 0.53 116-B 180 New Double Non Metal Tinted Suite 206 - 69 70-Guindow 1 Window Rear Rear Window Rigf-it (South) (Soufh� (Guest) 18 18 16 0.580 0-580 0-580 116-A 116=A TT6=A-9.537116=6 0.53 0-53 116-B 116=6 180 180 270 New New ew Double Non Metal Tinted Dou61e on Metal Tinted oubleNon Metal -Tinted Suite 206 _ Suite 206-- Suite 2967- 2 �7- indow Right (West) 48 0.580 116-A 0.53 116-B 270 New Double Non Metal Tinted Suite 206 Suite 206_ Window Righ7 (Guest 16 0.5 0 116=A 0-53 116=8 270 New Double NonMeial Tinted-- (1)u'racror 1 ype: 1 Ib -H uela Ull I aole rrom otanoaros, I aUle Ivl-1 ueraul I axle rrom Ine NI.M manual Appeno Dt, Wilt, La Deleo value. (2) SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. Hgt. LExt.RExt. Dist. Len. Hgt. Right Fin ; Dist. Len. Hgt. ' 61 None _U_._76__.0 3.0 2.0 0 2.0 62 None 0.76 5.0 6.0 4.0 0.1 4.0 4.0 !!!1 63 y None 0.76 8.0 6.0 4.0 0.1 4.0 4.0 64 None 0.76 5.0 5.0 4.0 0.1 4.0 4.0 65 None 0.76 - { 67 i 8 None -- 0.76 -- - - None 0.76 69 None 0.76 None 0.76 _ 71 None 0.76 8.0 2.0 10.0 0.1 10.0 10.0 1, r70 72 None 0.76 8.0 6.0 10.0 0.1 10.0 10.0 - - 73 None 10.76 1 8.0 2.0 1 10.0 0.1 10.0 10.0 IN IMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES O -_. The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least ;`-J 0.5 W/sq.ft. If this box Is checked, ENV -0-C must be filled out when submitting under the Prescriptive Compliance Approach. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 11 of 103 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 -C �RO ECT NAME DATE Calle Estado, LLC 12/29/05 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED AREA CATEGORY METHOD (From LTG -5-C) WATTS TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 10,248 ® PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) rom 0 CONTROLLOCATI (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) Check if NOTE TO SPACE CONTROLLED Daylighting FIELD EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:12 of 103 INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 10,161 PORTABLE LIGHTING (From LTG -3-C) 87 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 0 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 10,248 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED AREA CATEGORY METHOD (From LTG -5-C) WATTS TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 10,248 ® PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) rom 0 CONTROLLOCATI (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) Check if NOTE TO SPACE CONTROLLED Daylighting FIELD EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:12 of 103 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1-C IF Calle Estado, LLC 1 12/29/05 1 4 - For Building CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD TYPE # OF LUMINAIRES 4 - For Building Department use Only Run Initiation Time: un Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:13 of 103 r L 4 4 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1-C OJECT NAMECalle Estado, LLC 12/29/05 esigner:his IT form is to be used by the designer and attached to the plans. Listed below are all the acceptance ests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance.test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of§ 10-103(b) and Title 24 Part 6. Test Description I est Performedy: ❑ LTG -2-A: Lighting Control Acceptance Document - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ❑ LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing 1 Kun Initiation 1lme: IZ/ZU/UD I'I:u4:4t$ Kun uoae: '1'ISStsts3utits 1 I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:14 of 103 I 14 CERTIFICATE OF COMPLIANCE MECH-1-C Calle Estado, LLC 12/29/05 uesigner: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requiements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE ❑ MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing 1 MECH-4-A: Air Distribution Acceptance Document Equipment requiring acceptance testing MECH-5-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing MECH-8-A: -Hydronic System Control Acceptance Document -Variable Flow Controls ' -Automatic Isolation Con-trols -Water-loop Heat Pump Controls -Variable Frequency Controls Equipment requiring acceptance testing EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:15 of 103 INTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C 4ECTOJNAME - Calle Estado, LLC DATE 12/29/05 J is Luminaire Lamps/Ballasts Installed Watts C D E F G H I J Name Type Description .peri mD 333 Lu.-, ,'p ° nrivd In 3d3 m.o'D 'm Sad d H m �0 cm n YesiNo 3r 503 w m N G)�o x::d ern m ° Metal ux2-G-3-32E F32T8 3 321 1.5 93.0 X 105 9,765' -- - Metallux 6313 F32T8 30 1.0 29.0 X 4 1161 portfolio C6932 CFTR32WGX24q-3 32 1.0 35.0 X 8 — 280 _ - PAGE TOTAL 10061 BUILDING TOTAL (sum of all pages) 10,161 PORTABLE LIGHTING (From LTG -3-C) F 87• CONTROL CREDIT (From LTG -4-C) L-- 0! • ADJUSTED ACTUAL WATTS 10,248: EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:16 of 103 1 4 PORTABLE LIGHTING WORKSHEET LTG -3-C Calle Estado, LLC 1 1 IF_I:iM:i=035F-3:j1111 :111111Eci:iIIIIni Loci: Loan Fel zIaNAMMIS:te]mil[y=F_1:4111_1:4:@;I =I =k A B C D ROOMS DEFAUL OR ZONE ID (W/sgft) AREA (SF) TOTAL WATTS---- - (B X C) Suite 102 0.2 433 - 87 ROOM # OR ZONE ID PORTABLE LIGHTING Description # OF FIXT. OMI WATTS PER FIXTURE TASK—#OF AREA (SF) i TOTALTOTAL" AREA (SF) (D x E) WATTS (C x E) , Suite 104 I 484 1 484 ite 105 (Suite 433 1 TOTAL 433 87 — ROOM #I TOTAL AREA OR ZONE ID (SF) TOTAL( 0 BUILDING SUMMARY BUILDING TOTAL Run Initiation Time: 12/21 EnergyPro 4.0 by EnergySoft User Number: 5533 Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types and mounting locations relative to work areas. TOTAL AREA (SF) (FROM TABLES 1+2+3) 7,744 05 11:04:48 Run Code: Job Number: 87 Page: 17 of 103 A B C D E F G ROOM # OR ZONE ID PORTABLE LIGHTING Description # OF FIXT. OMI WATTS PER FIXTURE TASK—#OF AREA (SF) TASK AREAS TOTALTOTAL" AREA (SF) (D x E) WATTS (C x E) , Suite 104 484 1 484 ite 105 (Suite 433 1 Ij 106 578 1 _433 578 Vu?itLe 107 405 1 _ 405 Suite 201 619 1 619 Suite 202 728 1 728 Suite 203 781 1 781 Suite 204 860 _ 1 860 - TOTALI 4,888 0 - ROOM #I TOTAL AREA OR ZONE ID (SF) TOTAL( 0 BUILDING SUMMARY BUILDING TOTAL Run Initiation Time: 12/21 EnergyPro 4.0 by EnergySoft User Number: 5533 Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types and mounting locations relative to work areas. TOTAL AREA (SF) (FROM TABLES 1+2+3) 7,744 05 11:04:48 Run Code: Job Number: 87 Page: 17 of 103 4 4 PORTABLE LIGHTING WORKSHEET LTG -3-C �OJECT NAME Calle Estado, LLC DATE _ 1 12/29/05 C 1 - PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET A B C D ROOIN # OR ZONE ID UEFAULT (W/sqft) AREA (SF) TOTAL WATTS (B X C) 1,733 1 1,733 Suite 206 690 1 690 1 TOTAL 0 0 A B C D TAS AREA (SF) E —# -OF— TASK AREAS F TOTAL AREA (SF) (D x E) G —TOTAL WATTS (C x E) ROOM # OR ZONE ID PORTABLE LIGHTING Description # OF FIXT. MIN. WATTS PER FIXTURE Suite 205 1,733 1 1,733 Suite 206 690 1 690 1 -- TOTALL 2,423 0 II_1:f1111:1111c 29_1►1ZIF-1:[ ], 1�1:/_ a►[Hti'f0Lei 0:431MU1L917g a*laa[y=F_\:1=_ti'1 W,4.1IVif-11Ll:laa=1 =1 �� ROOM # TOTAL AREA OR ZONE ID (SF) TOTALI 0 Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types and mounting locations relative to work areas. ' BUILDING SUMMARY (FROM TABLES 1+2+3) BUILDING TOTAL 7,744 87 Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 18 of 103 j AIR,SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C W Calle Estado, LLC 12/29/05 ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones ipe Insulation uct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliancd 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. AIR SYSTEMS, Central or Single Zone HVAC -4 HVAC -2 HVAC -2.5 1 1 1 Reference on Plans or Specification t 112(a) 8.60 HSPF 7.50 HSPF 7.70 HSPF 112(a) 12.5 SEER / 10.8 EER 12.5 SEER / 10.9 EER 12.3 SEER / 10.7 EER 112(b) Yes Yes Yes 112(c), 115(a) n/a n/a n/a 121(b) Yes Yes Yes 121(b) 123 cfm 108 cfm 121 cfm 121(c) No No No 121(c) Yes Yes Yes 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Requir dieating & Cooling Requir Qleating & Cooling Requir( 122(f) Auto Auto Auto 122(g) n/a n/a _I n/a 123 124 R-4.2 R-4.2 R-4.2 144 (a & b) n/a n/a n/a 144 (a & b) 29,355 btuh 14,990 btuh 18,737 btuh 144 (a & b) n/a n/a n/a 144 (a & b) 29,324 btuh 17,623 btuh 21,546 btuh 144 (c) Constant Volume Constant Volume Constant Volume 144 (c) 144 (c) Yes Yes Yes 144 (d) No No No 144 (e) No Economizer No Economizer No Economizer 144(f) Constant Temp Constant Temp Constant Temp 144(f) Constant Temp Constant Temp Constant Temp 144 (k) No No No PF Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 19 of 103 d AIR.SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C VJGV 1 IYHIYIC UH I C I Calle Estado, LLC 12/29/05 ISYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones KPipe Insulation uct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliancd 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. AIR SYSTEMS, Central or Single Zone HVAC -2 HVAC -2 HVAC 2.5 1 1 1 Reference on Plans or Specification 1 112(a) 7.50 HSPF 7.50 HSPF 7.70 HSPF 144 (a & b) 112(a) 12.5 SEER / 10.9 EER 12.5 SEER / 10.9 EER 12.3 SEER / 10.7 EER 112(b) Yes Yes Yes 18,796 btuh 112(c), 115(a) n/a n/a n/a Constant Volume 121(b) Yes Yes Yes 121(b) 121 cfm 108 cfm 144 cfm 144 (d) 121(c) 121(c) No Yes No Yes No Yes No Economizer 121(c), 122(e) 122(e) Programmable Switch Programmable Switch Heating & Cooling Requir (Heating & Cooling Requir Programmable Switch + dEieating & Cooling Req iu re 122(f) I Auto Auto Auto Constant Temp 122(g) n/a n/a n/a No 123 124 R-4.2 R-4.2 R-4.2 144 (a & b) n/a n/a n/a 144 (a & b) 14,990 btuh 14,990 btuh 18,737 btuh 144 (a & b) n/a n/a n/a 144 (a & b) 18,796 btuh 18,766 btuh 22,920 btuh 144 (c) Constant Volume Constant Volume Constant Volume 144 (c) 144 (c) Yes Yes Yes 144 (d) No No No 144 (e) No Economizer No Economizer No Economizer 144(f) Constant Temp Constant Temp Constant Temp 144 (f) Constant Temp Constant Temp Constant Temp 144 (k) No No No I KUn Initiation i Ime: 1Z/ZVIUb 11:U4:4ts Kun C:oclle: 1135tstszutsts EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:20 of 103 d AIR, SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C FOJECT NAME DATE Calle Estado, LLC 12/29/05 ISYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems AIR SYSTEMS, Central or Single Zone HVAC 2 HVAC -3 HVAC -3 1 1 1 T-24 MANDATORY MEASURES Section Reference on Plans or Specification Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation ouct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 112(a) 7.50 HSPF 7.10 HSPF 7.10 HSPF 112(a) 12.5 SEER / 10.9 EER 12.0 SEER / 10.5 EER 12.0 SEER / 10.5 EER 112(b) Yes Yes Yes 112(c), 115(a) n/a n/a n/a 121(b) Yes Yes Yes 121(b) 101 cfm 155 cfm 182 cfm 121(c) No No No 121(c) Yes Yes Yes 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Requir dieating & Cooling Requiredleating & Cooling Require 122(f) Auto Auto Auto 122(g) n/a n/a n/a 123 124 R-4.2 R-4.2 R-4.2 J — 144 (a & b) n/a n/a n/a 144 (a & b) 14,990 btuh 21,860 btuh 21,860 btuh 144 (a & b) n/a n/a n/a 144 (a & b) 18,769 btuh 26,880 btuh 26,923 btuh 144 (c) Constant Volume Constant Volume Constant Volume 144 (c) 144 (c) Yes Yes Yes 144 (d) _ No No No 144 (e) No Economizer No Economizer No Economizer 144 (f) Constant Temp Constant Temp Constant Temp 144 (f) Constant Temp Constant Temp Constant Temp 144 (k) No No No 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. d AIR, SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C W Calle Estado, LLC C 12/29/05 ITEM OR SYSTEM TAG(S) Number of Systems AIR SYSTEMS, Central or Single Zone HVAC -3 HVAC -4 HVAC - 1 1 2 T-24 MANDATORY MEASURES Section Reference on Plans or Specification' Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Ouct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity, x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. 112(a) 7.10 HSPF 7.20 HSPF 7.20 HSPF 112(a) 12.0 SEER / 10.5 EER 12.0 SEER / 10.5 EER 12.0 SEER / 10.5 EER 112(b) Yes Yes Yes 112(c), 115(a) n/a n/a n/a 121(b) Yes Yes Yes 121(b) 195 cfm 215 cfm 433 cfm 121(c) No No No 121(c) Yes Yes Yes 121(c), 122(e) Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Requir dieating & Cooling Requiredieating & Cooling Require 122(f) Auto Auto Auto 122(g) n/a n/a n/a 123 No No 124 R-4.2 R-4.2 R-4.2 144 (a & b) n/a n/a n/a 144 (a & b) 21,860 btuh 29,355 btuh 58,710 btuh 144 (a & b) n/a n/a n/a 144 (a & b) 27,055 btuh 37,521 btuh 74,968 btuh 144 (c) Constant Volume Constant Volume Constant Volume 144 (c) 144 (c) 144 (d) Yes No Yes No Yes No 144 (e) No Economizer No Economizer _ No Economizer 144 (f) Constant Temp Constant Temp Constant Temp 144 (f) Constant Temp Constant Temp Constant Temp 144 (k) No No No d AIR,SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C W Calle Estado, LLC 12/29/05 ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation uct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single lone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. AIR SYSTEMS, Central or Single Zone HVAC -3.5 1 Reference on Plans or Specification 1 112(a) 7.20 HSPF 112(a) 12.0 SEER / 10.4 EER 112(b) Yes 112(c), 115(a) n/a 121(b) Yes 121(b) 172 cfm 121(c) No 121(c) Yes 121(c), 122(e) Programmable Switch 122(e) Heating & Cooling Requir d 122(f) Auto 122(8) n/a 123 124 R-4.2 144 (a & b) n/a 144 (a & b) 25,607 btuh 144 (a & b) n/a 144 (a & b) 32,247 btuh 144 (c) Constant Volume 144 (c) 144 (c) Yes 144 (d) No 144 (e) No Economizer 144 (f) Constant Temp 144(f) Constant Temp 144 (k) No For Building Department Use Only Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:23 of 103 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-C OJECT NAME DATE Calle Estado, LLC 12/29/05 .-M FF-ATUKF- 2 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Reference on Plans or Specificatiod Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity Proposed Capacity Tower Fan Controls Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps > 5 HP DP Sensor Location 144 (a & b) 144 (a & b) 144 (h) 144 (h) 144 0) 144 0) 144 0) 144 0). 144 0) 144 0) •1: For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Water side systems include wet side system using other liquids such as glycol or brine. ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Water Heater Certification 113 (a) Water Heater Efficiency 113 (b) Service Water Heating Installation 113 (c) Pool and Spa Efficiency and Control 114 (a) Pool and Spa Installation 114 (b) Pool Heater - No Pilot Light 115 (c) Spa Heater - No Pilot Light 115 (d) Service Hot Water, Pool Heating DHW Heater 2 Reference on Plans or Specification( AO SMITH ELJF-10 99% n/a n/a n/a n/a 1: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" ins the column. Run InitiationTime: un Code: 1135883088 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:24 of 103 MECHANICAL VENTILATION I MECH-3-C DATE Calle Estado, LLC 12/29/05 rans PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION (Section 121(b)2) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N ZONE/SYSTEM n D; T 4 d= a c�i.oO N rp -n -n 3 o o _ 00'Q5' X D nA T a 3 z m3 O O' ' m rD o m.0n U, W T 0 1 3 o � m0 X n -n C T a 9 _ z ��p X O �'" < D f�� -A a N Dl0 o o (7mo -n (n�' C a y n 3W N X O x o co wC O j X O6 O T? - m> 09 o► > ICD D - Suite 101 820 0.15 123 123 123 HVAC -4 Total 123 123 Suite 102 433 0.15 65 65 108 HVAC -2 Total 65 108 Suite 103 484 0.151 73 73 121 HVAC -2.5 Total 73 121 Suite 104 484 0.15 73 73 121 HVAC -2 Total 73 121 Suite 105 433 0.15 65 65 108 HVAC -2 Trial 65 108 uite 106 578 0.15 87 87 144 HVAC 2.5 Total 87 144 Suite 107 405 0.15 61 61 101 HVAC 2 Total 61 101 Suite 201 619 0.15 93 93 155 HVAC -3 Total 93 155 Suite 202 728 0.15 109 109 182 ' HVAC -3 Total 109 182 Suite 203 781 0.15 117 117 195 HVAC -3 Total 117 195 Suite 204 860 0.15 129 129 215 HVAC -4 Total 129 215 Suite 205 1,73 0.15 260 260 433 HVAC -4 Total 260 433 Suite 206 690 0.15 104 104 172 C Minimum ventilatioftfate_pe—Sectior.L1.21, Table 1 E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). _ I Must be reater than or equal to H. or use Transfer Air column N) to make up the difference. J Design fan supply cfm (Fan CFM) x 30%; or K Condition area ft. so.) x 04 cfm/ft. sq.0 or L Maximum of Columns H J, K, or 300 cfm �. I M IThis must be less than or equal to Column L and greater that or equal to the sum of Columns H + N. J N Transfer air must be provided where the Required Ventilation Air (column H) is greater than the Design Minimum Air (column M). Where required, I equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. j EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 25 of 103 rans MECHANICAL VENTILATION MECH-3-C Calle Estado, LLC 12/29/05 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION (Section 121(b)2) I AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L _ M j N ZONE/SYSTEM n D� yt'D cL Wim_. 3 a dDn 11D fD -n 3 o W'�3 X D n d 3 Z m 3 O S m 1D o �� n y A T o 3 fn�3 X n cn m 3 �» _ t73 p 0 X O D c>; T.+y M' to D o nM- 0 Ty acv T 3 0 3W to ap x a 0 o w3 y 00 X Oy T? 3 N cn � � m n7 r o M to �► P D D HVAC -3.5 Total 104 172 I I _ I I I i I � - C Minimum ventilation rate per Section 121, Table 121-A E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REO'D V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). — I Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. �_— J Design fan supply cfm (Fan CFM) x 30%; or — K Condition area (ft. sq.) x 04 cfm/ft, sq.; or �— L Maximum of Columns H. J, K, or 300 cfm •M This must be less than or equal to Column L and greater that or equal to the sum of Columns H + N. — N Transfer air must be provided where the Required Ventilation Air (column H) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 26 of 103 i 4 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-CI IPROJECT NAME � - I lb -DATE Calle Estado, LLC 12/29/05 -FAMILY CENTRAL WATER HLATINU UETAILS Hot Water Pump Hot Water Piping Length (ft) :1L_) Nal _ -_- - Add 172 Control # HP Type In Plenum Outside Buried Insulation Efficiency Tons TANK-INSi r Equipment Name Equipment Type Qtyf Tot. Qty JGPM BHP Motor Eff. Drive Eff. Pump - Control Distribution Type Qty Input (Gals.) Status or RE Pilot R -Val. AO SMITH ELJF-10 Small Elec. All Pipes Ins 2 5,120 10 New 0.95 Na IrCarrier Split DX 1 47,0?0 0.0 8.60 HSPF 47,500 12.5 SEER / 10.8 EE New No Economizer Carrier 38YRA02433 -FAMILY CENTRAL WATER HLATINU UETAILS Hot Water Pump Hot Water Piping Length (ft) :1L_) Nal _ -_- - Add 172 Control # HP Type In Plenum Outside Buried Insulation Energy Factor Standby Loss or TANK-INSi r Rated Vol. Condition Ext. System Name System Type Distribution Type Qty Input (Gals.) Status or RE Pilot R -Val. AO SMITH ELJF-10 Small Elec. All Pipes Ins 2 5,120 10 New 0.95 Na IrCarrier Split DX 1 47,0?0 0.0 8.60 HSPF 47,500 12.5 SEER / 10.8 EE New No Economizer Carrier 38YRA02433 _.. Split DX 4 24,0 0 0.0 7.50 HSPF 24,00012.5 SEER / 10.9 EE New No Economizer Carrier 38YRA03033 I -FAMILY CENTRAL WATER HLATINU UETAILS Hot Water Pump Hot Water Piping Length (ft) :1L_) Nal _ -_- - Add 172 Control # HP Type In Plenum Outside Buried Insulation L� EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: - _- Page:27 of 103 Aux. Condition i System Name System Type Qty Output kW Eff. Output Efficiency Status Economizer Type 38YRA04833 IrCarrier Split DX 1 47,0?0 0.0 8.60 HSPF 47,500 12.5 SEER / 10.8 EE New No Economizer Carrier 38YRA02433 _.. Split DX 4 24,0 0 0.0 7.50 HSPF 24,00012.5 SEER / 10.9 EE New No Economizer Carrier 38YRA03033 Split DX 2 30,000 0.01 7.70 HSPF 28,60012.3 SEER / 10.7 EER New No Economizer Carrier 50JX0365 Packaged DX 3 35,0 0 0.0 7.10 HSPF 35,000 12.0 SEER / 10.5 EER New No Economizer Carrier 50JX0485 Packaged DX 3 47,0 , 0 0.0 7.20 HSPF 48,000 12.0 SEER / 10.5 EER New No Economizer Carrier 50JX0423 Packaged DX 1 41,000 0 0.0 7.20 HSPF 41,500 12.0 SEER / 10.4 EER New No Economizer CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN -- _ Motor Drive Motor Drive System Name Fan Type Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff. Ca�rie� 38YRA04833 -- -� Constant Volume Draw -Through 1,600 0.50 76.0% 97.0% none Constant Volume Draw -Through 800 0.25 64.0% 97.0% none Carrier 38YRA03033 Constant Volume Draw -Through 1,0001 0.33 64.0%1 97.0% none I11 Carrier 50JX0365 Constant Volume Blow -Through 1,200 0.33 64.0% 97.0% none rri Caer50JX0483 --- -i --- {i Constant Volume Blow -Through 1,600 0.50 76.0% 97.0% none i iF 50JX0423ne --- j " icFr Constant Volume Blow -Through 1,400 0.50 76.0% 97.0% no I I Run Initiation Time: 12/29/05 11:04:48 Run Code: 1135883088 L� EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: - _- Page:27 of 103 4 4 ENVELOPE MANDATORY MEASURES ENV -MM Calle Estado, LLC 12/29/05 DESCRIPTION Designer Enforcement §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. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, 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). L'J § 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. LJ §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. EnergyPro By EnergySoft User Number: User Job Number: Page:28 of 103 A EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:29 of 103-1 ROOM CAVITY RATIO WORKSHEET (RCR>=3.5) . LTG -7-C C PROJECT NAME CaIIe Esta O, LLC FOR ENFORCEMENT AGENCY USE ONLY F "IRWOCUMENTATION AUTHOR DATE 12129105 PLAN CHECK BY DATE IRECTANGULAR SPACES A B C D E F ,Room Name Task/Activity Description Room Length (L) (ft) Room Width (W) (ft) oom Cavity Height (H) t (fINON-RECTANGULAR Room Cay. Ratio SxHx(L+W) I • SPACES • A EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:29 of 103-1 B C D E F Room Name Task/Activity Description Room Area (A) (sf) Room Perimeter (P) (ft) ) /(LxW) I A EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:29 of 103-1 B C D E F Room Name Task/Activity Description Room Area (A) (sf) Room Perimeter (P) (ft) Room Cavity Height (H) (ft) Room Cay. Ratio 2.5 x H x P /A I r 4 4 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-C FOJECT NAME Calle Estado, LLC DATE 12/29/05 PRO Desert Club Dr. & Calle Estado La Quinta Building Permit # PRINCIPAL DESIGNER - LIGHTING TELEPHONE Hegge Electrical Contractors (760) 775-4855 6CUMENTATION AUTHOR H & H Air Conditioning (760) 340-3088 Checked by/Date , Ento�cerienttAgency-Use UA It: UI- FLANb OUTUMIR LIGHTING ZQNh ❑ LZ1 LZ2 LZ3 LZ4 FUNCTION TYPE OUTDOOR LIGHTING F-� OUTDOOR SIGNS INDOOR SIGNS PHASE OF CONSTRUCTION ® NEW CONSTRUCTION F-] ADDITION ALTERATION This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. O� SIGNATURE DATE Tim Scott The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented 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 lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) 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 electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of 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 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 as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINUIPAI L[UHTIN(i UIESIUNER - NAME —7IGNAIUKh Hegge Electrical Contractors TE # 7 11 ''1 ... ... ... ... . (Check box if worksheet is included) NOLTG-I-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-I-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. C]OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:30 of 103 plan i r CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C Calle Estado, LLC 12/29/05 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power nLighting o power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable nLighting 0 power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable FX_] Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable F] 1-1 Sign lighting compliance on OLTG-4-C Not Applicable Mandatory Measures on Plans Show that Outdoor Ig Ing ee s Outdoor Lighting Controls And Equipment 0 Installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable 0 All permanently installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) Not Applicable FRI OF] All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and al outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable 0 n Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 13 Not Applicable NOTE TO FIELD CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Dayiighting EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:31 of 103 L LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG-2-C Name Calle Estado, LLC Date 12/29/05 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS (Table 147-B) -Other than Vehicle Station without Canopies Allotted Watts Luminaire Lamps/Ballasts _ Design Watts A B C D E F G H I J K L M N O P Lighting Application (TableCate147-B)B) m D �1N n -'' x p �(C r'r^ Ta v > W* Xy 0 nN a n C m Description O CCc 7^' m .<d D3 M c d 33 7y 0-0 ' d°: 3y �o c d 3d �� d� `�°' c 3,°'»y 7 N d� `'° - n n � r-c 33 7Q d,M '" o (WI tailed (LW s EWTask 1,872 0.35 655 50w Low Voltage Halogen 50 Watt 1 501 1.0 54.0 X 8 ---- 432 432 Ext Task 276 38.50 10,626 50w Low Voltage Halogen LL kg Watt 1 50 1.0 54.0 —" X 18- -"-- - 9721 972 Lamp i I i I I I • *® I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page32 of 103 1 4 ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5) OLTG-3-C Calle Estado, LLC oor sales Loc t-roncacte ana sales 12/29/05 _ A B C D E F GI!� H Gross Illuminated Area (sq. ft.) If an Outdoor Sales Frontage Allotment was used, subtract that area from the Gross Illuminated Area Overlapping Areas of Another Application Sales Lot Area I (A - F _G) Mounting height of Sales Frontage Luminaires (feet) 3 x B Distance (In plc view )from the frontage luminaire to fro edge of Sales Lot t Sales Lot Frontage Length (feet) Sales Frontage Area (C - D) x E (sq. ft.) I I 7-1 Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the application, Section 147 (c 2 B - Measured i plan vi W, only illumin ted secti ns f outdoor sales frontage areas that are im ,edict ly (i` unobstructed �ewinga length, an � ?re wit in 3 mounting ieights o to Trontage have been used. Luminaires quail Ing for til - 1 -principle viewing loc tion and the rontage sales. B. Building Facade Area _— A B C D E F G H Designated Name l and Orientation Length Height Gross Area (B x C) Areas (SF) to Subtract from within the Illuminated Area - Net Area Available for Facade Lighting (D -G) Areas covered by signs Area for which Illumination is Obstructed by Other Objects and Area Not Illuminated Sub total (E + F) Ext Task 156 12 1,872 0 0 1,872 1 L I -Checklist J t� Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. •� Section 147 (c)2 A - Only facades areas that are illuminated without obstruction or interference, by one or more luminaires, have been used. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:33 of 103 ar all 4 4 ILIGHTING MANDATORY MEASURES LTG -MM TE Calle Estado, LLC 12/29/05 DESCRIPTION Designer Enforcement [XJ § 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. L'J § 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. lJ § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. j 1XIU § 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. U § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. LJ § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with ' a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. u § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. L"X] § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. § 131(e) Display Lighting. Display lighting shall'be separately switched on circuits that are 20 amps or less. EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:34 of 103 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM Calle Estado, LLC 12/29/05 DESCRIPTION Designer Enforcement 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. [X] § 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: �( § 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 and have 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)1 B An occupancy sensor to control the operating period of the system; or § 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 cooling 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. ® § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat 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. ® § 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. EnergyPro By EnergySoft User Number: User Job Number: Page:35 of 103 4 4 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM _.-_ _- , NAME DATE Calle Estado, LLC 12/29/05 Description Designer Enforcement Ventilation L'J § 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. E] § 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. u § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible u 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 certified by the installing licensed C-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 u § 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 'X § 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. IX] § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the l outlet temperature to 110 degrees F. IX] § 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 gallons/cycle (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 By EnergySoft User Number: User Job Number: Page:36 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Calle Estado, LLC 12/29/05 7 YSTEM NAME FLOOR AREA HVAC -4 820 ENGINEERING CHECKS IffF77TE70AD Number of Systems 1 Heating System Output per System 47,000 Total Output (Btuh) 47,000 Output (Btuh/sqft) 57.3 Cooling System Output per System 47,500 -Total Output (Btuh) 47,500 Total Output (Tons) 4.0 Total Output (Btuh/sqft) 57.9 Total Output (sgft/Ton) 207.2 Air System CFM per System 1,600 Airflow (cfm) 1,600 Airflow (cfm/sqft) 1.95 Airflow (cfm/Ton) 404.2 IOutside Air (%) 7.7 Outside Air (cfm/sqft) 0.15 Note: values above given at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK IICOILHTG.PEAK CFM Sensible Latent11 CFM I Sensible 1,668 23,074 3,743 1,097 15,174 0 759 1,154 0 0 123 4,885 1,050 123 5,701 0 0 1,154 759 30,267 4,793 22,392 Carrier 38YRA04833 29,324 13,739 29,355 Total Adjusted System Output 28,324 13,739 9,355 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK (� Jul 3pml I Jan 12 am 1 (Airstream Temperatures at Time of Heating ea 26.0 of 66.2 of 83.4 of 83.4 of Supply Air Ducts Outside Air 123 cfm o Heating Coil Supply Fan 83.0 F 1600 cfm ROOMS 70.0 of 69.6 OF Return Air Ducts (Airstream Temperatures at Time ot Cooling ea 112.0/77.9OF 77.5/66.2OF 60.3/59.4OF 60.3/59.4OF Supply Air Ducts Outside Air 123 cfm Cooling Coil Supply Fan 61.0 / 59.7 of 1600 cfm 61.6% R.H. I ROOMS !74.7/65.0 of 74.0 164.8 of Return Air Ducts I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:37 of 103 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 1YSTEM ROJECT NAME DATE Calle Estado, LLC 12/29/0.5 NAMEFLOOR AREA HVAC -2 433 Number of Systems I Heating System �J Output per System i Total Output (Btuh) Output(Btuh/sgft) Cooling System I Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) �ITotal Output (sgftlTon) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfmrron) Outside Air (%) Outside Air (cfm/sgft) Note: values above given at ARI conditions 26.0 of Outside Air 108 cfm 69.6 OF 112.0 / 77.9 of 24,000 55.4 24,000 24,000 2.0 55.4 216.5 11 800 800 1.85 00.0 13.511 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM Sensible Latent COIL HTG. PEAK] CFM Sensible 866 13,023 1,977 609 7,052 0 3531 -0 _-_ 5,021 651 0 108 4,290 1,212 C 108 0 0 353 651 18,614 3,1891 Carrier 38YRA02433 17,623 4,195 Total Adjusted System Output 17,623 4,195 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 3 pm 63.7 of - 81.3 of Heating Coil 81.3 of Supply Fan 800 cfm Return Air Ducts - 79.8 / 66.4 of = 59.1 / 58.0 of e ng 12,7791 14,990) ' I 14,9901 I -- I -Jan .l2 am, Supply Air Ducts 80.9 of ROOMS 70.0 of 59.1 / 58.0 OF OSupply Air Ducts Outside Air 108 cfm Cooling Coil Supply Fan 59.9 / 58.3 of 800 cfm 58.6% R.H. ROOMS ! 74.8 164.3 of 74.0 / 64.0 of M4 I Return Air Ducts - EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:38 of 103 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY I ROJECT NAME DATE Calle Estado, LLC 12/29/05 SYSTEM NAME FLOOR AREA HVAC -2.5 484 Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sgft) Note: values above given at ARI conditions 26.0 of Outside Air I 121 cfm L 69.5 of COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent H CFM I Sensible ),000 Total Room Loads 1,234 18,413 2,209 924 11,115 ),000 Return Vented Lighting 0 62.0 Return Air Ducts 921 556 Return Fan 0 0 3,600 Ventilation 121 4,782 1,379 121 5,599 3,600 Supply Fan 0 0 2.4 Supply Air Ducts 921 556 59.1 TOTAL SYSTEM LOAD 25,044 3,589 17,825 203.1 1,000 1,000 Carrier 38YRA03033 21,5461 4,353 2.07 419.6 12.1 Total Adjusted System Output 21,546 4,353 (Adjusted for Peak Design Conditions) 0.25 TIME OF SYSTEM PEAK Jul 3 pm 64.2 of , 81.8 of Heating Coil 18,737 _1!,737'j� Jan 12 ami 81.8 of O4 Supply Air Ducts • Supply Fan 81.3 of 1000 cfm ROOMS 70.0 of Return Air Ducts I m I emaeratures at I ime 12.0 / 77.9 of 79.4 / 66.2 of = 59.1 / 58.1 of 59.1 / 58.1 of Outside A 121 cfm /64.3 of Cooling Coil Supply Air Ducts Supply Fan 60.0 / 58.4 of 1000 cfm 58.4%, R.H. ROOMS 74.0 / 64.0 of Return Air Ducts EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:39 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Calle Estado, LLC _ 12/29/05 ' OYSTEM NAME FLOOR AREA HVAC -2 484 (Number of Systems Heating System Output per System r Total Output (Btuh) Output (Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgft/Ton) rAir System CFM per System Airflow (cfm) Airflow (cfm/sgft) kk Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sgft) Note: values above given at ARI conditions 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 783 12,946 1,957 917 9,662 55.6% R.H. ROOMS 0 78.0 166.6 of 647 483 0 0 121 4,280 831 121 5,593 0 _ 0 483 647 18,521 2,788 16,221! i 800 Carrier 3BYRA02433 18,796 3,868 14,9901 1.65 __ ._... 400.0 -- ----� 15.1 Total Adjusted System Output 18,796 3,868 14,990 (Adjusted for Peak Design Conditions) 0.25 TIME OF SYSTEM PEAK Jul 37Pm C Jan 12 am ifs ream I empera ures at I ime of Heating ea I � i 26.0 of 62.9 of 80.5 of 80.5 of Oh Supply Air Ducts Outside Air 121 cfm o Heating Coil Supply Fan 79'9 F ! 800 cfm F ROOMS ; 70.0 of 69.4 OF I 112.0 / 77.9 of Outside Air 121 cfm /66.8 of �, Return Air Ducts V 83.8/68.7OF . 61.7/60.5OF Cooling Coil 61.7 / 60.5 of Supply Air Ducts �v , 0 - Supply Fan 62.5 / 60.7 of 800 cfm 55.6% R.H. ROOMS 78.0 166.6 of �, Return Air Ducts 4 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: - Page:40 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Calle Estado, LLC HVAC -2 Number of Systems Heating System Output per System ITotal Output (Btuh) Output(Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) Total Output (sgftrron) 'Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) I— Airflow (cfm/Ton) ' Outside Air (%) Outside Air (cfm/sqft) Ii.._.--..-- Note: values above given at ARI conditions 26.0 OF Outside I 108 cfm I 69.6 OF 12.0 177.9 of I Outside Air I 108 cfm 24,000 24,000 2.0 55.4 216.5 63.7 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD DATE 12/29/05 433 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent 11CFM1Sensible 651 11,233 1,751 607 7,031 0 892 108 L- ! 4 .. 35; 5,02 _ I 35; 562 0 108 3,841 0 562 16,197 2,643 12,754 -...I HVAC EQUIPMENT SELECTION 800 800 Carrier 38YRA02433 18,766 3,694 14,990 1.85 -- — ;j 400.0 Total Adjusted System Output 13.518,766 3,694 — 14,9901 (Adjusted for Peak Design Conditions) l— I 0.25 TIME OF SYSTEM PEAKC Jul 3 pm Jan 12 am! I L_ (Airstream I empera ures at Time of Heating ea 81.3 of 81.3 of O Supply Air Ducts • Heating Coil Supply Fan 80.9 of 800 cfm ROOMS 70.0 OF k Return Air Ducts V I 83.2 / 68.2 of 61.1 / 59.9 OF 61.1 / 59.9 of I Su ly Air Ducts Cooling Coil O pp Supply Fan 61.8 / 60.1 OF 800 cfm 54.2% R.H. [ ROOMS 08.7 / 66.4 °F 78.0 ! 66.2 of Return Air Ducts I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:41 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Iol OJECT NAME DATE Calle Estado, LLC 12/29/05 STEM NAME FLOOR AREA HVAC 2.5 578 (Number of Systems I 11 Heating System I— Output per System 30,000 Total Output (Btuh) 30,000 Output (Btuh/sqft) 51.9 Cooling System Output per System 28,600 Total Output (Btuh) 28,600 Total Output (Tons) 2.4 Total Output (Btuh/sqft) 49.5 Total Output (sgftrron) 242.5 i 'Air System CFM per System Airflow (cfm) i Airflow (cfm/sgft) Airflow (cfm/Ton) Outside Air (%) I Outside Air (cfm/sqft) Note: values above given at ARI conditions 26.0 OF Outside E 144 cfm 69.6 OF 1 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM Sensible Latent 18,566 3,288 ,000 Carrier 3BYRA03033 22,920 4,062 1.73 ---- 19.6 _-19.6 14.4 Total Adjusted System Output 22,9201 4,062 (Adjusted for Peak Design Conditions) 0.25 TIME OF SYSTEM PEAK Jul 3 pm 63.3 OF ® 80.9 OF Heating Coil e COIL HTG. PEAK CFM Sensible 69b� — —7,8211 I 39 1 1441 6,7101 18,737; ! 18,737 i Jan 12 am 80.9 OF O Supply Air Ducts • Supply Fan 80.6 OF 1000 cfm ROOMS 70.0 OF Return Air Ducts m I emperatures at I Ime 12.0/77.9°F 83.4/68.6 OF 61.9/60.7 OF 61.9 160.7 OF - -� Supply Air Ducts Outside A 144 cfm Cooling Coil Supply Fan 62.4 / 60.9 OF 1000 cfm 55.9% R.H. ROOMS 78.6/66.9 of 78.0 166.7 OF Return Air Ducts EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:42 of 1103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY �ROJECT NAME Calle Estado, LLC DATE 12/29/05 SYSTEM NAME HVAC 2 FLOOR AREA 405 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System Output per System 24,000 Total Room Loads 616 10,856 1,638 632 7,534 Total Output (Btuh) 24,000 Return Vented Lighting 0 Output (Btuh/sqft) 59.3 Return Air Ducts 543 377 Return Fan 0 0l ! Cooling System Ventilation 101 3,595 910 101 4,693! Output per System 24,000 Supply Fan 0 0 Total Output (Btuh) 24,000 Supply Air Ducts 543 377 Total Output (Tons) 2.0 TOTAL SYSTEM LOAD 15,537 2,548 12,981 Total Output (Btuh/sqft) 59.3 Total Output (sgft/Ton) 202.5 Air System HVAC EQUIPMENT SELECTION CFM per System 800 Carrier 3BYRA02433 18,769 3,581 14,990 Airflow (cfm) 800 Airflow (cfm/sgft) Airflow (cfm/Ton) 1.98 400.0 Outside Air (%) 12.7 Total Adjusted System Output 18,769 3,581 14,990 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK pm Jul 3 Jan 12 am Outside Air (cfm/sqft) 0.25 Note: values above given at ARI conditions 11EATING SYSTEM F` RIGS (Airstream Temperatures at I ime of Heating ea 26.0 OF 64.0 OF 81.7 OF 81.7 OF Outside Air O Supply Air Ducts ; 101 cfm O Heating Coil Supply Fan 81.2 F 800 cfm ROOMS 70.0 OF 69.6 OF I Return Air Ducts (Airstream I empera ures at I ime ot Cooling ea 112.0/77.9 OF 82.9/67.9 OF 60.8/59.6 OF 60.8/59.6 OF Outside Air O Supply Air Ducts 101 cfm Cooling Coil Supply Fan 61.5 / 59.8 OF 800 cfm 53.5% R.H. ROOMS i 8.6/66.2 OF 78.0 / 66.0 OF Return Air Ducts ( EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:43 of 103 IVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Calle Estado, LLC HVAC -3 Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sgft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions 26.0 of 64.0 of Outside Air Q 155 cfm Supply Fan 1200 cfm 69.6 OF 112.0 / 77.9 of fi Outside—A� 155 cfm 78.7/66.9 of 35,000 35,00 0 056.5 21 DATE 12/29/05 FLOOR AREA 619 1,200 COIL COOLING PEAK COIL HTG. PEAK ' ' .__-. . 21,860 F1 l.._ - - 21,860 . 12 a C - _ ..J CFM Sensible Latent CFM Sensible ! ` Total Room Loads 1,135 18,493 2,503 905 10,2921 Return Vented Lighting 0 Return Air Ducts 925 515 Return Fan 0 0 Ventilation 155 5,480 1,018 155 7,180 Supply Fan 0 0 Supply Air Ducts 925 515 TOTAL SYSTEM LOAD F 25,827 F 18,5o1i 1,200 Carrier 50JX0365 Total Adjusted System Output" (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 26,880 6,063 26,880 6,063 pmm Jul 3Jan .__-. . 21,860 F1 l.._ - - 21,860 . 12 a C - _ ..J 1,200 1.94 411.4 12.9 0.25 (Airstream temperatures at Time o ea ing 64.0 of® 81.10F Heating Coil �, Return Air Ducts 4 83.0/68.5OF 83.0/68.5OF = 62.0/60.8OF Supply Fan 1200 cfm Cooling Coil '% Return Air Ducts Y Supply Air Ducts 80.7 of ROOMS_ 70.0 of Supply Air Ducts 62.7 / 61.0 of 55.9% R.H. ROOMS 78.0 / 66.7 of F EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 44 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Calle Estado, LLC 12/29/05 1YSTEM NAME FLOOR AREA _ _ ' HVAC -3 728 Number of Systems I Heating System Output per System Total Output (Btuh) Output(Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) Total Output (sgft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions 26.0 of Outs 182 cfm 69.6 OF 12.0 / 77.9 of Outside 182 cfm 7167.4 of 63.0 of Supply Fan 1200 cfm 48.1111 35,000 35,000 2.9 48.1 63.0 of 1,200 1,200 1.65 411.4 15.2 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Heating Coil COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent11 CFM I Sensible 1,097 17,140 2,944 928 9,629 0 857 481 0 0 182 6,455 885 1828,4491 01 481; 0 857 25,310 3,829 r 19,0411 EQUIPMENT SELECTION 1 ?r 50JX0365 26,923 6,379 21,8601 Illi Total Adjusted System Output 26,923 6,379 21,8601 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK F Jul 3 pm Jan 12 am m I emi3era ures aL I ime ol Heatinci ea 80.1 of k Return Air Ducts 14 83.7 169.1 of 83.7 / 69.1 of 62.6 / 61.4 of O Supply Fan Cooling Coil 1200 cfm k Return Air Ducts Y EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Supply Air Ducts 79.7 of ROOMS 70.0 of i I I Supply Air Ducts 63.3 161.7 of 57.6% R.H. ROOMS 78.0 / 67.2 of �^ Page:45 of 103 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Calle Estado, LLC 12/29/_05_ i YSTEM NAME FLOOR AREA - HVAC -3 781 (Number of Systems Heating System 1 Output per System Total Output (Btuh) Output (Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) -Total Output (Btuh/sgft) Total Output (sgft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) ', Outside Air (%) Outside Air (cfm/sgft) L -- Note: values above given at ARI conditions 26.0 of Outside � 195 cfm 69.5 OF 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 35,000 Total Room Loads 1,444 21,657 3,158 1,271 12,2781 35,000 Return Vented Lighting 0 44.8 Return Air Ducts 1,083 6141 Return Fan 0 0 35,000 Ventilation 195 6,889 756 195 9,043 35,000 Supply Fan 0 0 2.9 Supply Air Ducts 1,083 614 TOTAL SYSTEM LOAD 267 1,200 30,712 3,914 1,200 Carrier 50JX0365 27,0551 6,464 1.54 411.4 Total Adjusted System Output 16.3 (Adjusted for Peak Design Conditions) i�27,055 6,464 0.25 TIME OF SYSTEM PEAK Jul ;_PM] 62.4 OF 62.4 OF 79.6 of Supply Fan Heating Coil 1200 cfm 6, Return Air Ducts t4 12.0 / 77.9 OF 84.2 / 69.5 OF 84.2 / 69.5 OF = 63.1 / 61.8 OF Outside Air 195 cfm 107, Supply Fan Cooling Coil 1200 cfm - 22.549] 21,8601 -- 21,860' Jan 12 am Supply Air Ducts 79.1 of r ROOMS, 70.0 of Supply Air Ducts 63.9 / 62.1 of 58.6% R.H. ROOMS_ ° •78.8/67.7 °F 78.0 ! 67.5 F N -� - Return Air Ducts EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:46 of 103 -IVAC SYSTEM HEATING AND COOLING LOADS SUMMARY OilOJECT NAME DATE Calle Estado, LLC 12/29/05STEM NAME FLOOR AREA HVAC -4 860 Number of Systems ` [Heating System Output per System _Total Output (Btuh) Output (Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqf rron) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Il Outside Air (cfmisgft) Note: values above given at ARI conditions 26.0 of Outside � 215 cfm 69.6 9F 1112.0 / 77.9 of OutsideA 1 215 cfm 166.4 of 47,000 47,000 54.7 63.8 of 63.8 of Supply Fan 1600 cfm 21 1 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 Latent11 CFM I Sensible 1,25 215 21,677 0 3,477 1,145 1,794 215 _12,939 _ 647 � 0 9,9811 1,084 0 7,634 64T 1,084 31,478 25 71 24,214! HVAC EQUIPMENT SELECTION Carrier SOJX0485 37,521 7,368 29,355 1 IIII Total Adjusted System Output (Adjusted for Peak Design Conditions) 37,521-- 29,3 =7,368 -- I TIME OF SYSTEM PEAK Jut 3 pm Jan 12 am ' Heating Coil 81.0 of k Return Air Ducts 14 83.1 168.1 of 83.1/68,10F ■ 61.1/59.80F Supply Fan 1600 cfm Cooling Coil �% Return Air Ducts 4 Supply Air Ducts 80.6 of ROOMS 70.0 of Supply Air Ducts 61.7 / 60.1 of 54.1% R. H. ROOMS] 78.0 166.2 of EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:47 of 103 iVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Calle Estado, LLC 12/29/05 YSTEM NAME FLOOR AREA HVAC -4 1,733 Number of Systems 1 2 Heating System Output per System 47,000 Total Output (Btuh) 94,000 Output (Btuh/sgft) 54.2 (Cooling System Output per System 48,000 Total Output (Btuh) 96,000 Total Output (Tons) 8.0 Total Output (Btuh/sgft) 55.4 Total Output (sgft/Ton) 216.6 Air System CFM per System 1,600 Airflow (cfm) 3,200 Airflow (cfm/sgft) 1.85 Airflow (cfm/Ton) 400.0 Outside Air (%) 13.5 Outside Air (cfm/sqft) 0.25 Note: values above given at ARI conditions 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 I Sensiblel Latent CFM I Sensible 2,229 38,784 0 7,008 1,847 21,046 1,939 1,052 0 0 433 15,414 3,606 433 20,145 0 0 1,939 1,052 58,076 10,613 43,295 HVAC EQUIPMENT SELECTION Carrier 50JX0485 74,968 14,811 58,710 Total Adjusted System Output 74,968 14,811 58,710 (Adjusted for Peak Design Conditions) l TIME OF SYSTEM PEAK Jul 3 pm Jan 12 ami '•1tA I IN(i JTb I tM l-bTt,;MKUMt I KI(;J (Airstream I emperatures at I Ime OT Meating veaK) 26.0 of 63.8 of 63.8 of 81.0 of O Supply Air Ducts Outside Air • 433 cfm 80.7 of Supply Fan Heating Coil 3200 cfm ROOMS 70.0 of 69.7 OF , Return Air Ducts (Airstream Temperatures at Time of Cooling ea 112.0/77.9OF 83.1 /68.1OF 83.1168.10F 61.1 /59.8OF ;111114 % O Supply Air Ducts Outside Air 433 cfm Supply Fan Cooling Coil 61.7 / 60.1 of 3200 cfm 54.2% R.H. ROOMS iL78.6 / 66.4 of 78.0/66.2 of �, Return Air Ducts q EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:48 of 103 IVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJE TC NAME DATE I Calle Estado, LLC 12/29/05 YSTEM NAME FLOOR AREA HVAC -3.5 690 Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sgft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sgft) Total Output (sgftrron) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sgft) Note: values above given at ARI conditions 26.0 of Outside E 172 cfm 69.6 O I 1112.0177.9 of Outside A 172 cfm 78.8/66.5 0 41 41 41 41 64.2 of 64.2 of Supply Fan 1400 cfm 60.1 199.5 1,400 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts COIL COOLING PEAK COIL HTG. PEAK!, CFM ISensiblel Latent11 CFM Sensible TOTAL SYSTEM LOAD 30,930 4,209 1,400 Carrier 50JX0423 32,2471 6,515 2.03 404.8 Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 32,247 6,515 IAug 3 pm 12.3 0.25 Heating Coil emoeratures at I Ime 81.4 OF L RPhirn Air Ducts V 82.9/68.0 of 82.9/68.0°F m 61.2/60.0 of Supply Fan 1400 cfm Cooling Coil k Return Air Ducts Y EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: 21,727 �_... _ 25,607, 25,607] Jan 12 am Supply Air Ducts j 81.0 of ROOMS' i 70.0 of Supply Air Ducts 62.0 / 60.3 of 54.3% R.H. ROOMS i 78.0 / 66.2 of Page:49 of 103 ROOM LOAD SUMMARY jjROJECT NAME Calle Estado, LLC DATE 12/29/05 'YSTE NAME HVAC -4 FLOOR AREA 820 IROOM LOAD SUMMARY f ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 101 we 1 1,668 23,074 3,743 1,668 23,074 3,743 1,097 15,174 • PAGE TOTAL 1,668 23,074 3,743 1 1,097 15,174 TOTAL 1,668 23,074 3,743 1,097 15,174 EnergyPro By EnergySoft User Number: User Job Number: Page: 50 of 103 ROOM LOAD SUMMARY EnergyPro By EnergySoft User Number: User Job Number: Page:51 of 103 ROJECT NAME Calle Estado, LLC DATE 12/29/05 7 YSTEM NAME HVAC -2 FLOOR AREA 433 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 102 ui e 1 866 13,023 1,977 866 13,023 1,977 609 7,052 • PAGE TOTAL 1 866 13,023 1,977 609 7,052 TOTAL 866 13,023 1,977 609 7,052 EnergyPro By EnergySoft User Number: User Job Number: Page:51 of 103 ROOM LOAD SUMMARY �ROJECT NAME Calle Estado, LLC DATE 12/29/05 YSTEM NAME HVAC -2.5 FLOOR AREA 484 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME -e-103 Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 103 Ulf 1 1,238 18,462 2,211 1,234 18,413 2,209 924 11,115 PAGE TOTAL 1,234 18,413 2,209 924 1 11,115 TOTAL 1,234 18,413 2,209 924 11,115 EnergyPro By Energysoft User Number: User Job Number: Page: 52 of 103 ROOM LOAD SUMMARY PROJECT NAME Calle Estado, LLC DATE 12/29/05 YSTEM NAME HVAC -2 FLOOR AREA 484 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 104 ui e 1 783 12,946 1,957 783 12,946 1,957 917 9,662 IL I ' PAGE TOTAL 783 12,946 1,957 917 9,662 TOTAL 783 12,946 1,957 917 9,662 EnergyPro By EnergySoft User Number: User Job Number: Page: 53 of 103 ROOM -LOAD SUMMARY ROJEC7 NAME Calle Estado, LLC DATE 12/29/05 YSTEM AME HVAC -2 FLOOR AREA 433 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 Suite 105 w e 1 651 11,233 1,751 651 11,233 1,751 607 7,030 PAGE TOTAL 651 11,233 1,751 607 7,030 TOTAL 651 11,233F 1,751 607 7,030 EnergyPro By EnergySoft User Number: User Job Number: Page:54 of 103 ROOM LOAD SUMMARY ROJECT NAME Calle Estado, LLC DATE 12/29/05 7 YSTEM NAME HVAC 2.5 FLOOR AREA 578 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME --1106 Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 106 we 1 741 12,261 1,943 737 12,200 2,337 695 7,821 PAGE TOTAL 737 12,200 2,337 695 7,821 TOTAL 737 12,200 2,337 695 7,821 EnergyPro By EnergySoft User Number: User Job Number: Page: 55 of 103 IROOM LOAD SUMMARY -!P T NAME Calle Estado, LLC DATE 12/29/05 YSTEM NAME HVAC 2 FLOOR AREA 405 [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 Suite 107 ui e 1 616 10,856 1,638 616 10,856 1,638 632 7,534 . PAGE TOTAL 616 10,856 1,638 632 7,534 TOTAL 616 10,856 1,638 F 632 71534 EnergyPro By EnergySoft User Number: User Job Number: Page:56 of 103 ROOM LOAD SUMMARY EnergyPro By EnergySoft User Number: User Job Number: Page:57 of 103 PROJECT NAME Calle Estado, LLC DATE 12/29/05 YSTEM NAME HVAC -3 FLOOR AREA 619 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 201 we201 1 1,138 18,535 2,505 1,135 18,493 2,503 905 10,292 • PAGE TOTAL 1,135 18,493 2,503 905 10,292 TOTAL 1 1,135 18,493 2,503 905 10,292 EnergyPro By EnergySoft User Number: User Job Number: Page:57 of 103 4 4 ROOM LOAD SUMMARY ROJECT NAME Calle Estado, LLC DATE 12/29/05 YST M NAME HVAC -3 FLOOR AREA 728 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 202 ui e 1 1,097 17,140 2,944 1,097 17,140 2,944 928 9,629 PAGE TOTAL 1,097 17,140 F 2,944 928 9,629 TOTAL 1,097 17,140 2,944 928 9,629 EnergyPro By EnergySoft User Number: User Job Number: Page:58 of 103 ROOM LOAD SUMMARY Calle Estado, LLC 12/29/05 HVAC -3 1 781 1 EnergyPro By EnergySoft User Number: User Job Number: Page:59 of 103 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 203 Suite 1 1,444 21,657 3,158 1,444 21,657 3,158 1,271 12,278 ' PAGE TOTAL 1 1,444 21,657 3,158 1,271 12,278 TOTAL 1,444 21,657 3,158 1,271 12,278 EnergyPro By EnergySoft User Number: User Job Number: Page:59 of 103 ROOM LOAD SUMMARY ROJECT NAME Calle Estado, LLC DATE 12/29/05 YSTEM NAME HVAC -4 FLOOR AREA 860 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 204 we 1 1,251 21,677 3,477 1,251 21,677 3,477 1,145 12,939 - PAGE TOTAL 1,251 21,677 3,477 1,145 12,939 TOTAL 1,251 21,677 3,477 1,145 12,939 EnergyPro By EnergySoft User Number: User Job Number: Page:60 of 103 ROOM LOAD SUMMARY �R JO ECT NAME Calle Estado, LLC DATE 12/29/05 YSTE NAME HVAC -4 - FLOOR AREA 1,733 IROOM LOAD ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 205 w e205 1 2,229 38,784 7,008 2,229 38,784 7,008 1,847 21,046 . PAGE TOTAL 2,229 38,784 7,008 1,847 21,046 TOTAL 2,229 38,784 7,008 1,84721,046 EnergyPro By EnergySoft User Number: User Job Number: Page:61 of 103 ROOM LOAD SUMMARY PROJECT NAME Calle Estado, LLC DATE 12/29/05 YSTE NAME HVAC -3.5 FLOOR AREA 690 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Suite 206 we 1 1,336 22,770 2,079 1,323 22,551 2,790 1,068 12,479 _ PAGE TOTAL 1 1,323 22,551 2,790 1,068 12,476 TOTAL 1 1,323 22,551 2,790 1,068 12,479 EnergyPro By EnergySoft User Number: User Job Number: Page:62 of 103 ROOM HEATING PEAK LOADS oject Title Date aIle Estado, LLC 12/29/05 71 ,Room Information Design Conditions Room Name Suite 101 Time of Peak ,Ian 12 am Floor Area 820 Outdoor.Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr R-19 Wall (W.19.2x6.16) 178.0 X 0.0740 X 44 = 580 Double Non Metal Tinted 24.0 X 0.5800 X 44 = 612 Double Non Metal Tinted 48.0 x 0.5800 x 44 = 1,225 Double Non Metal Tinted 24.0 X 0.5800 X 44 = 6121 Double Non Metal Tinted 36.0 X 0.5800 X 44 = _ 919 R-19 Wall (W.19.2x6.16) 64.0 x 0.0740 x 44 = 208 Double Non Metal Tinted 36.0 X 0.5800 X 44 = 919 R-19 Wall (W.19.2x6.16) 164.0 x 0.0740 x 44 = 534 Double Non Metal Tinted 36.0 X 0.5800 x 44 = 919 R-19 Wall (W.19.2x6.16) 346.0 x 0.0740 X = 1,127 Double Non Metal Tinted 20.0 X 0.5800 X 44 = 510 Double Non Metal Tinted 24.0 x 0.5800 x 44 = 612 R-19 Wall (W.19.2x6.16) 15.0 X 0.0740 x 44 = 49 Slab -On -Grade perimeter 98.0 x 0.7300 x 44 = 3,148 x x = x x = x x = x x x x _ x x = x x x x = x x = ' _ I x x ^I x x = _l 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 = Items shown with an asterisk (f') denote conduction through an interior surface to another room. Page Total: 11,974 Infiltration: I 1.00 x 1.064 x 820 x 810.00 x 0.500 / 60� x = 3,200 LSche u e Air Sensible Area Ceilm e� ht AC Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 15,174 E EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 63 of 103 ROOM HEATING PEAK LOADS oject Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 102 Time of Peak Jan 12 am Floor Area 433 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT OF Btu/hr 69.0 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 x x 0.0740 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 X 44 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 225 24.0 0.5800 44 612 48.0 0.5800 44 1,225 24.0 0.5800 44 612 116.0 0.0740 44 378 24.0 0.5800 44 612 25.0 0.5800 44 638 perimeter = 33.0 0.7300 44 1,060 _ _ Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 5,363 Infiltration: [ 1.00 x1_064 x a33 x 10.00 x =.500 / 60] x c edule Air Sensib a Area Gelling Height ACH pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 7,052 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:64 of 103 ROOM HEATING PEAK LOADS oject Title aIle Estado, LLC Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction Date 12/29/05 Design Conditions Suite 103 Time of Peak Jan 12 am 484 Outdoor Dry Bulb Temperature 26 OF 70 of Area LJ -Value A T o F Btu/hr • R-19 Wall (W.19.2x6.16) interior Area 134.0 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 x x room. x eight 0.0740 x 44 x 44 X 44 X 44 X 44 x 44 x 44 X 44 x 44 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 Page Total: x 0 pT = = = = = = = = = = = = = = = = = = = = = - = = = = = = = = = = = = = = = = 436 Double Non Metal Tinted 24.0 0.5800 612 Double Non Metal Tinted 48.0 0.5800 1,225 612{ ^589 Double Non Metal Tinted 24.0 0.5800 R-19 Wall (W.19.2x6.16) 181.0 0.0740 Double Non Metal Tinted 24.0 0.5800 612 Double Non Metal Tinted 25.0 0.5800 _ _ 638 785 R-19 Wall (W.19.2x6.16) 241.0 0.0740 Solid Wood Door 24.0 1.4500 1,531 Slab -On -Grade perimeter 68.0 0.7300 2,184 _ _ -- — 9,226' 1,889 Items shown with an asterisk (') denote conduction through an Infiltration: 1.00 x 1.064 x Sc�dule i► Sensi a Fraction surface to another 484 x 10.00 Ceiling 0.500 X60 AC TOTAL HOURLY HEAT LOSS FOR ROOM 11,115 IEnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 65 of 103 ROOM HEATING PEAK LOADS oject Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 104 Time of Peak Jan 12 am C oor Area 484 Outdoor Dry Bulb Temperature 260E door Dry Bulb Temperature 70 OF Conduction Area U-ValueAT °F Btu/hr R-19 Wall (W.19.2x6.16) 134.0 x 0.0740 x 44 = _ 436 Double Non Metal Tinted 24.0 X 0.5800 X 44 = 612 Double Non Metal Tinted 48.0 X 0.5800 x 44 = 1,225 Double Non Metal Tinted 24.0 x 0.5800 X 44 = 612 R-19 Wall (VV.19.2x6.16) 265.0 x 0.0740 x 44 = 863 R-19 Wall (W.19.2x6.16) 181.0 X 0.0740 x 44 = 589 Double Non Metal Tinted 25.0 X 0.5800 x 44 = 638 Double Non Metal Tinted 24.0 x 0.5800 x 44 = — — 612 Slab -On -Grade perimeter= 68. 0 X 0.7300 x 44 = 2,184 x x = - X x _ -- x x = x x x x = x x = , x x = 1I -- xx -- - -- xx -- — --� 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 Items shown with an asterisk ('r) denote conduction through an interior surface to another room. Page Total: 7,7731 Infiltration: I 1.00 x 1,064 x 484 x 10.00 x 0.500 /60 x ® = 1,889 Sc e u e it Sensible Area Ceiling `f ng Reig t A p7 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 9,662 i— EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 66 of 103 — , ROOM HEATING PEAK LOADS ofect Title Date 1 aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 105 Time of Peak Jan 12 am Floor Area 433 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70°F Btu/hr Conduction Area 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 X U -Value 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 X AT °F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr 69.0 0.0740 44 225 24.0 0.5800 44 612 48.0 0.5800 44 1,225 24.0 0.5800 44 612 117.0 0.0740 44 381 24.0 0.5800 44 612 24.0 0.5800 44 612 perimeter = 33.0 0.7300 44 1,060 Items shown with an asterisk ('r) denote conduction through an interior surface to another room. Page Total: 5,340 Infiltration: I 1.00 x 1.064 x 433 x 10.00 x 0.500 / 60� x I Sc e u e i� Sensible Area Ceiling Height C pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 7,030 f EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:67 of 103 ��, ROOM HEATING PEAK LOADS o)ect Title Date aIle Estado, LLC 112/29/05 Room Information Design Conditions Room Name Suite 106 Time of Peak Jan 12 am Floor Area 578 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr R-19 Wall (W.19.2x6.16) 114.0 X 0.0740 X 443711 ` Double Non Metal Tinted 24.0 X 0.5800 x 44 = 612 Double Non Metal Tinted 48.0 x 0.5800 x 44 = 1,225 Double Non Metal Tinted 24.0 x 0.5800 X 44 = 612 R-19 WallW.1( 9.2x6.16) 30.0 x 0.0740 X 44 = 98 R-19 Wall (W.19.2x6.16) 290.0 x 0.0740 x 44 = 944 Slab -On -Grade perimeter 53.0 x 0.7300 x 44 = 1,702 _ x x = x x = x x x X = ----- X x x x = x x x x = I 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 I x X = X X = -- - - x x = x xx x _...._ x x --. Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: F 5,56511 Infiltration: [ 1.00 X 1.064 x 578 X 10.00 x 0.500 / 6] x Schedule A'ir Sebe Area Ceiling Height Fraction pT TOTAL HOURLY HEAT LOSS FOR ROOM 7,621 r: 5533 Job Number: Page:68 of 103 ,ROOM HEATING PEAK LOADS oject Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 107 Time of Peak Jan 12 am Floor Area 405 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF L. Conduction Area U -Value AT OF Btu/hr 94.0 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 x x 0.0740 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 x 44 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 306 24.0 0.5800 44 612 48.0 0.5800 44 1,225 24.0 0.5800 44 612 210.0 0.0740 44 684 190.0 0.0740 44 619 perimeter 59.0 0.7300 44 1,895 i z 1 _ _ Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 5,953 Infiltration: [ _ 1.0o x 1.064 X 405 X 10.00 X 0.500 /60 X Sc e u e it Sensible Area Cei i— i`ng Reig t ACH pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 7,534 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 69 of 103 J ROOM HEATING PEAK LOADS Ralle Estado, LLC 1 112/29/05 Room Information Design Conditions Room Name Suite 201 Time of Peak Jan 12 am Floor Area 619 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr • R-30 Roof(R.30.2x12.16) surface Area 619.0 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 X X x eig t 0.0360 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 x x 44 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 980 R-19 Wall (W.19.2x6.16) 139.0 0.0740 44 453 Double Non Metal Tinted 24.0 0.5800 44 612 Double Non Metal Tinted 48.0 0.5800 44 1,225 Double Non Metal Tinted 24.0 0.5800 44 612 R-19 Wall (W.19.2x6.16) 64.0 0.0740 44 208 Double Non Metal Tinted 36.0 0.5800 44 919 R-19 Wall (W.19.2x6.16) 124.0 0.0740 44 404 Double Non Metal Tinted 36.0 0.5800 44 919 R-19 Wall (W.19.2x6.16) 286.0 0.0740 931 Double Non Metal Tinted 24.0 0.5800 44 612 _ _ Items shown with an asterisk (') denote conduction through an interior Infiltration: Lrfi2allo x 1.064 x Air sensi6 a Fraction to another room. 619 x 10.00 Cei mg 0.500 /60 ACC J Page Total: pT 7,876 TOTAL HOURLY HEAT LOSS FOR ROOM 10,292 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:70 of 103 ROOM HEATING PEAK LOADS EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:7-1 of 103 oject Title Date alle Estado, LLC 112/29/05 — Room Information Design Conditions Room Name Suite 202 Floor Area 728 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 12 am Outdoor Dry Bulb Temperature 26°F Conduction surface Area Area 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 t U -Value 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 of = = = = = = = = = = = = = = _ = _ = = _ = = = = = - = = = = Btu/hr R-30 Roof (R.30.2x12.16) 728.0 0.0360 44 1,153 R-19 Wall (W.19.2x6.16) 64.0 0.0740 44 208 Double Non Metal Tinted 24.0 0.5800 44 612 1,225 Double Non Metal Tinted 48.0 0.5800 44 Double Non Metal Tinted 24.0 0.5800 44 612 R-19 Wall (W.19.2x6.16) 200.0 0.0740 44 651 R-19 Wall (W.19.2x6.16) 151.0 0.0740 44 492 766+ _ _ 612; - 4561 Double Non Metal Tinted 30.0 0.5800 44 Double Non Metal Tinted 24.0 0.5800 44 R-19 Floor Assembly 280.0 0.0370 _ _ ' — _ --- -- _ i -- — ---- - 6,786 Items shown with an asterisk('r) denote conduction through an interior Infiltration: I 1.00 x 1.064 x Sc a ule Air Sensible' Fraction to another room. 728 x 10.00 Ceiling Heig 0.500 / 60� ACH— Page Total: ® pT 2,841 TOTAL HOURLY HEAT LOSS FOR ROOM 9,629 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page:7-1 of 103 ROOM HEATING PEAK LOADS o)ect Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 203 Time of Peak Jan 12 am Floor Area 781 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF • Conduction surface Area Area 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 x x U -Value 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 x x AT of = = = = = = = = = = = = = = = = = = = = = = - = = = = = = = = = = = = = = = = Btulhr R-30 Roof(R.30.2x12.16) 781.0 0.0360 44 1,237 R-19 Wall (W.19.2x6.16) 134.0 0.0740 44 436 Double Non Metal Tinted 24.0 0.5800 44 612 Double Non Metal Tinted 48.0 0.5800 44 1,225 Double Non Metal Tinted 24.0 0.5800 44 _ 6121 R-19 Wall (W.19.2x6.16) 176.0 0.0740 44 573 Double Non Metal Tinted 24.0 0.5800 44 612 Double Non Metal Tinted 30.0 0.5800 44 766 R-19 Wall (W.19.2x6.16) 366.0 0.0740 44 1,192 Solid Wood Door 24.0 1.4500 1,531 R-19 Floor Assembly 266.0 0.0370 44 433 1 l _ Items shown with an asterisk ('r) denote conduction through an interior Infiltration: I 1_00 x 1.064 x Scneduie Air Sensible Fraction to another room. 781 x10.00 Ceih—'' g Neight 0.500 / 60� A Page Total: �� pT 9,230 3,048 TOTAL HOURLY HEAT LOSS FOR ROOM 12,278 EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 72 of 103 ROOM HEATING PEAK LOADS Calle Estado, LLC Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction Date 12/29/05 Design Conditions Suite 204 Time of Peak Jan 12 am 860 Outdoor Dry Bulb Temperature 26°F 70 OF Area U -Value AT of Btu/hr R-30 Roof(R.30.2x12.16) surface 860.0 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 R-19 Wall (W.19.2x6.16) 134.0 Double Non Metal Tinted 24.0 Double Non Metal Tinted 48.0 Double Non Metal Tinted 24.0 R-19 Wall (W.19.2x6.16) 366.0 Solid Wood Door 24.0 R-19 Wall (W.19.2x6.16) 246.0 Double Non Metal Tinted 30.0 Double Non Metal Tinted 24.0 R-19 Floor Assembly 266.0 _ _ — ' — _ I _ Items shown with an asterisk (') denote conduction through an interior to another room. 0.0360 X 44 = 1,362 0.0740 x 44 = 436 0.5800 X 44 = 612 0.5800 X 44 = 1,225 0.5800 x 44 0.0740 X 44 = _ 1,192 1.4500 x 44 = 1,531 0.0740 X 44 = 801 0.5800 X 44 = _766 0.5800 x = _ 612 0.0370 X 44 = — _ 4331 x = x x = x = _ x = _ x = x = _ x = x = x = x = _ x = x _ --' x = x = x x = x = x = x = x = x = x = Infiltration:I _ 1.00 x 1.064 x 860 x 10.00 x 0.500 L the 1 a Air Sensib a Area Ceili— ng Feight AC Fraction TOTAL HOURLY HEAT LOSS FOR ROOM -_EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page Total: F----9—,58-31 / 60 x 12,939 Page:73 of 103 ROOM HEATING PEAK LOADS o)ect Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name Suite 205 Time of Peak Jan 12 am Floor Area 1,733 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70°F AT OF R-30 Roof(R.30.2x12.16) 1,733.0 Conduction Area 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 X U -Value 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 X AT OF R-30 Roof(R.30.2x12.16) 1,733.0 0.0360 44 R-19 Wall (W.19.2x6.16) 188.0 0.0740 44 Double Non Metal Tinted 24.0 0.5800 44 Double Non Metal Tinted 48.0 0.5800 44 Double Non Metal Tinted 24.0 0.5800 44 Double Non Metal Tinted 24.0 0.5800 44 Double Non Metal Tinted 48.0 0.5800 44 Double Non Metal Tinted 24.0 0.5800 44 R-19 Wall (W.19.2x6.16) 95.0 0.0740 44 Double Non Metal Tinted 30.0 0.5800 R-19 Wall (W.19.2x6.16) 307.0 0.0740 44 Double Non Metal Tinted 48.0 0.5800 44 Double Non Metal Tinted 25.0 0.5800 44 R-19 Wall (W.19.2x6.16) 510.0 0.0740 44 R-19 Floor Assembly 263.0 0.0370 44 ' _ _ _ _ _ _ Btu/hr _ 61_2 T 612 -- -1,225 -- -612 6121 1,225; 612 309 766 1,000 1,225 638 1,661 428 i Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 14,283, Infiltration: I 1.00 x 1.064 x 1,733 x 10.00 x 0.500 / 6C x = 6,762 Sc edu a Air Sensi a Area Ceiling Refight AC J pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 21,046 r EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 74 of 103 ROOM HEATING PEAK LOADS o)ect Title Date aIle Estado, LLC 12/29/05 Room Information Design Conditions Room Name suite 206 Time of Peak Jan 12 am Floor Area 690 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr R-30 Roof(R.30.2x12.16) 690.0 X 0.0360 X 44 = 1,093 R-19 Wall (W.19.2x6.16) 320.0 X 0.0740 x 44 = 1,042 R-19 Wall (W.19.2x6.16) 175.0 X 0.0740 X 44 = 570 Double Non Metal Tinted 17.5 X 0.5800 X 44 = 447 Double Non Metal Tinted 17.5 x 0.5800 x 44 = 447 R-19 Wall (W.19.2x6.16) 250.0 X 0.0740 x 44 = 814 Double Non Metal Tinted 17.5 X 0.5800 x 44 = 447 Double Non Metal Tinted 17.5 x 0.5800 X 44 = 447 Double Non Metal Tinted 17.5 X 0.5800 x 44 = 447 Double Non Metal Tinted 17.5 x 0.5800 x = 447 R-19 Wall (W.19.2x6.16) 130.0 X 0.0740 x 44 = 423 Double Non Metal Tinted 16.0 x 0.5800 x 44 = 408__) Double Non Metal Tinted 48.0 x 0.5800 x 44 = 1,225 Double Non Metal Tinted 16.0 X 0.5800 x 44 = 408 R-19 Floor Assembly 690.0 x 0.0370 x 44 = 1,12.3 x x = x X = x X X X L_ 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 = X X = Items shown with an asterisk ('r) denote conduction through an interior surface to another room. Page Total: 9,786 Infiltration: I 1.00 x 1.064 x 690 x 10.00 x 0.500 / 6C�I x Sc-h�ule Air Sens161 e Area ceiling Heig t ACF J pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 12,479 I EnergyPro 4.0 by EnergySoft User Number: 5533 Job Number: Page: 75 of 103 ROOM COOLING PEAK LOADS Calle Estado, LLC Room Name Floor Area Indoor Dry Bulb Temperature Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted R_19 Wall (W.1 ).2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) I --- Date DESIGN CONDITIONS 12/29/05 Suite 101 Time of Peak Jul 3 pm 820 Outdoor Dry Bulb Temperature 112 '� 74c� Outdoor Wet Bulb Temperature 78 C� Area 178.0 140.0 108.0 64.0 164.0 346.0 15.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0740 0.5800 0.5800 0.0740 0.0740 0.0740 0.0740 Orientation Area SGF SC (North) 24.0 X X X x x X x X x x 41 x X X X X X X x x x 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (North) 36.0 41 0.590 (Northeast) 36.0 41 0.590 (East) 36.0 41 0.590 (South) 20.0 42 0.590 (South) 24.0 42 0.590 DETD 1 65.8 = 27.9 = 27.9 = 61.2 = 48.9 = 45.31 = 58.2 = Page Total Weighting Factor x 0.811 = x 0.811 = x 0.811 = x 0.807 = X 1.217 = x 1.532 = x 0.793 = x 0.793 = X = x Page Total Btu/hr 867 2,266 1,748 290 -- 594j 1,1. 601 _ . 651 1 1 6,988 Btu/hr 471 942 a..- �• 471 - -703 1,060 1,334 _3931 471 5,845] Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.00 X 820 X 0.794 Watts/sqft X 3.413 Btuh/Watt X 0.999 = 2,219 Occupants 1.0 x 820 X 300 Btuh/occ. / 100 sgft/occ. x 1.00 = _ 2,460 Receptacle 1.0 x 820 x 1.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 2,799 Process 01 X 820 X 0.000 Watts/sqft x 3.41 Btuh/Watt x 1.00 = 0 Infiltration:L 1.00 x 1.064 x 820 x ��10.00 x 0.50 / 60 x 38 = 2,763 LLScNedule Aii Sensible Area Fllmg Height ACR pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,074 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 820 x 300 Btuh/occ. / 100 sgft/occ. _ - 2_,4601 Receptacle 1.00 X 820 X 0.000 Watts/sgft X 1 3.413 BtuhlWatt Process f 1.00 x 820 x 0.000 Watts/sgft x 3.413 BtuhlWatt = 0; • Infiltration: I 1.00 x 4771 x 820 x _ _10.00 x 0.50 / 60� x 0.00394 = 1,283 [Schedule Air Lat Net Area Filing HeigIli ACR OW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,743 EnergyPro By EnergySoft User Number: User Page:76 of 103 ROOM COOLING PEAK LOADS 0 o)ect Title Date Calle Estado, LLC 1 12/29/05 Conduction R-19 Wali (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Area X X X X X X X X X U -Value Room Name Floor Area Indoor Dry Bulb Temperature Suite 102 433 74(� Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 78 Conduction R-19 Wali (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Area X X X X X X X X X U -Value X X X X X X X X X 69.0 0.0740 120.0 0.5800 116.0 0.0740 25.0 0.5800 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area x x x x X X x X X X SGF x X X X X X X X X X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 25.0 42 0.590 DETD 1 90.3 = 27.9 = 57.2 = 27.9 = Page Total Weighting Factor x 0.811 = X 0.811 = x 0.811 = X 0.793 = X 0.793 = X = X = X = X = X = Page Total Btu/hr 461 1,942 491 405 3,299 Btu/hr 471 942 4711 472 491 2,847 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 433 X 1.289 Watts/sqft x 3.41 Btuh/Watt x 0.999 = 1,902 Occupants 1.0 X 433 X 300 Btuh/occ. / 100 sgft/OCc. X 1.00 = 1,299 Receptacle 1.00 x 433 x 1.500 Watts/sgft x 3.41 - Btuh[Watt x 1.00 = 2,217 Process 01 0 X 433 X 0.000 Watts/sgft X 3.413 BtuhlWatt x 1.00 = 01 Infiltration: 1.00 x 1.064 x 433 x 10.00 x 0.50 / 60] x 38 chedule v Sen "6 a Area Cei .ng HeigFi ACR pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,023 Sched. Btu/hr Latent Gain Frac. Area Heat Gain O ucc pants 1.00 X 433 X 300 Btuh/occ. / 100 sgft/occ. Receptacle_ 1.00 X 433 X 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0 Process Lcn�-.Ieuooe 1.00 X 433 x 0.000 Watts/sgft X 3.413 Btuh/WattInfiltration: X 4771 x 433 x _ ^10.00 X 0.50/60 x A'iten Area ening Flei� AC QW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 11977 EnergyPro By EnergySoft User Number: User Page: 77 of 103 ROOM COOLING PEAK LOADS oject Title Date Calle Estado, LLC 12/29/05 ROOM INFORMATION UOIGN CONDITIONS Room Name Suite 103 Time of Peak Jul 4 pm Floor Area 484 Outdoor Dry Bulb Temperature 111 `k Indoor Dry Bulb Temperature 74`T Outdoor Wet Bulb Temperature 78 '� Conduction r -- R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (VU.19.2x6.16) 1 -Double Non Metal Tinted -- R-19 Wall (W.19.2x6.16) Solid Wood Door Area 134.0 120.0 181.0 25.0 241.0 24.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain X X X X x x X X X U -Value X X X X X X X X X DETD 1 = = = = = =_ = _ Btu/hr - 654 0.0740 66.0 0.5800 28.3 1,966 0.0740 49.5 _ 663 410 _ 1,206 2,028' 0.5800 28.3 0.0740 67.6 1.4500 58.3 33 0.590 (South) -- 33 Orientation Area X X X X X X X X X X SGF x X X x x X X X X X SC (North) 24.0 35 0.590 (North) 48.0 35 0.590 (North) 24.0 35 0.590 (South) 24.0 33 0.590 (South) 25.0 33 0.590 Page Total L 6,927 Weighting Factor 1.011 = 1.011 = 1.011 = 1.071 = 1.071 = I _ Page Total Btu/hr 501 --,002 - 501 F 500 1. 50 3,0251 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 484 X 1.285 Watts/sqft x 3.413 Btuh/Watt x 1.000 = l 2,1231 occupants 1.0 X 484 X 300 Btuh/occ. I 100 sgft/occ. X 1.00 = - 1,452 Receptacle 1.0 x 484 x 0.500 Watts/sqft x 3.413 Btuh/Watt X 1.00 = 826 Process 1.0 X 484 X 1.500 Watts/sgft X 3.413 Btuh/Watt X 1.00 = 2,478 Infiltration: 1.00 x - 1.064 x 484 x _10.00 x 0.50 / 60] x 38 = 1,631 schedu a Air Sensi6te Area eiling He�gIS ACFI n T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,4621 Sched. Btu/hr Latent Gain Frac. Area Heat Gain O ucc pants 1.00 X 484 x 300 Btuh/OCC. / 100 sgft/OCc. Receptacle 1.00 X 484 X 0.000 Watts/sgft X 1 3.413 Btuh/Watt - t 0: Process 1.00 x 484 x 0.000 Watts/sgft x 3.413 Btuh/Watt = o Infiltration: 1.00 x 4771 x 484 X. 10.00 x 0.50 / 60 x 0.00394 759 chedu a Air �t n Area Ceilm' g HeigFi ACH /\W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,211 EnergyPro By EnergySoft User Number: User Page:78 of 103 1 ROOM COOLING PEAK LOADS I itle Calle Estado, LLC1 12/29/05 INFORMATION DESIGN CONDITIONS I Room Name Floor Area Indoor Dry Bulb Temperature Suite 104 484 78th Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 "� 78 c� Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Area X X X X X X X X X U -Value X X X X X X X X X 134.0 0.0740 120.0 0.5800 265.0 0.0740 181.0 0.0740 25.0 0.5800 (North) 24.0 41 0.590 (South) 25.0 42 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area x X X X X x X X X X SGF x X X x X x x X X X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 25.0 42 0.590 (South) 24.0 42 0.590 DETD 1 59.0 = 24.5 = 36.8 = 47.1 = 24.5 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.868 = x 0.868 = X = x = x X = X Page Total Btu/hr 585 1,704 722 631 355 3,997 Btu/hr 509 1,018 509 538 516 3,089 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 X 484 X 1.285 Watts/sqft x 3.41 Btuh/Watt X 1.000 = 2,123 Occupants 1.0 x 484 x 300 Btuh/OCC. / 100 sgft/OCc. X 1.00 = 1,452 Receptacle 1.0 x 484 X 0.500 Watts/sgft x 3.413 Btuh/Watt x 1.00 = 826 Process r1.0 X 484 X 0.000 Watts/sqft X 3.41 BtuhlWaft�I x 1.00 = 0 Infiltration: L _ 1.00 x 7rS-.n 1.064x 484 x 10.00 x 0.50 / 601 x 34Schedule Asi6 a Area eilingg Fleigfi AC JJJ pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,946 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 484 X 300 Btuh/oCC. if 100 sgft/OCc. Receptacle 1.00 X 484 x 0.000 Watts/sgft xj 3.413 Btuh[Watt = 0 Process 1.00 X 484 x 0.000 Watts/sqft x 3.413 BtuhlWatt = o • Infiltration: Lel 1.0o X4771 x 484 x _10.00 x 0.50 /60�X edu a Aiir C en Area ei mg HeigF L --ACR Dyy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,x57 EnergyPro By EnergySoft User Number: User Page:79 of 103 ROOM COOLING PEAK LOADS oject Title Date Calle Estado, LLC 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 105 Time of Peak Jul 3 pm Floor Area 433 Outdoor Dry Bulb Temperature 112 �: Indoor Dry Bulb Temperature 78c� Outdoor Wet Bulb Temperature 78 c� Conduction I --- R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Area X X X X X X X X X U -Value X X X X X X X X X 69.0 0.0740 144.0 0.5800 117.0 0.0740 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area X x X X X X X X X X SGF x X X x X X X X X X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 24.0 42 0.590 DETD 1 82.31 = 24.5 = 52.3 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = X 0.868 = X 0.868 = x = X = X = X X = Page Total Btu/hr 2,045 Btu/hr 509 1,018 509 516 5161 (- 3,067; Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 433 X 1.289 Watts/sqft x 3.41 Btuh/Watt x - 1.000 = 1,9041 Occupants 1.0 X 433 X 300 Btuh/OCC. I 100 sgft/occ. x 1.00 = 1,29% Receptacle 1.0( X 433 x 0.500 Watts/sgft x 3.413 BtuhlWatt x 1.00 = 739 Process 1.0 x 433 X 0.000 Watts/sgft X 3.413 Btuh/Waft X 1.00 = 01 I--- --- Lcal.elluo�.o �IInfiltration: . x - 1.064 x 433 x 10.00 x 0.50/ 6] x 34 = 1,306 xr sens b a Area eilmg eig - ACR p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,233 Sched. Btulhr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 433 X 300 Btuh/occ. /100 sgft/occ. _ [--1,299 Receptacle 1.00 x 433 X 0.000 Wafts/sgft X 1 3.413 Btuh/Watt = 0 Process 1.00 x 433 x 0.000 Watts/sgft x 3.413 Btuh[Watt = o a r . Infiltration: L - 1.00 x 477 x 433 x _ _10.00 x 0.so l 60 x - 0.00262 = 452 Sche u e Xii► l -at n Area ening �igF ACR J �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,751 EnergyPro By Energysoft User Number: User Page: 80 of 103 ROOM COOLING PEAK LOADS 4Voject Title Date Calle Estado, LLC 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 106 Time of Peak Jun 5 pm Floor Area 578 Outdoor Dry Bulb Temperature 106 `k Indoor Dry Bulb Temperature 78C� Outdoor Wet Bulb Temperature 74 Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Area U -Value 0.0740 + 0.5800 0.0740 0.0740 X X X X X X X X X DETD 1 = = = = = = = = = 61.9 21.3 30.4 52.0 Weighting X X X x X x x X X x Factor = = = = = = = Window (North) 1. Design Equivalent Temperature Difference (DETD) , Page Total Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain Orientation Area x X x X X X x X X X SGF x X X X X x X X x X Sc Weighting X X X x X x x X X x Factor = = = = = = = Window (North) 24.0 57 0.590 0.733 iWindow (North) 48.0 57 0.590 0.733 Window (North) 24.0 57 0.590 0.733 Page Total Btu/hr 522 1,188 68 1,115 2,893 Btu/hr 591 1,183 591 2,366 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 X 578 X 1.287 Watts/sgft X 3.413 Btuh/Watt x 1.000 = 2,539 Occupants _1.0( x 578 X 300 Btuh/occ. I 100 sqftlocc. x 1.00 = 1,734 Receptacle 1�.0( x 578 x 0.500 Watts/sqft x 3.41 BtuhlWaft x1,0 = 986 Process L-6ff.–d�uio 1.0( x 578 x 0.000 Wafts/sqft x 3.413 Btuh/Watt x 1,0 = 0 Infiltration: x 1.064 X 578 x 10.00x0.506� x 34 Air Sensible Area eiling Heigfit ACH pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,261 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 578 X 300 Btuh/occ. / 100 sgft/occ. Receptacle 1.00 x 578 X 0.000 Watts/sgft X 3.413 Btuh/Watt = 0 Process r 1.00 x 578 x 0.000 Watts/sgft xj 3.413 Btuh/Watt = 0 Infiltration: I _ 1.00 x 4,771 x 578 x 10.00 x 0.50 / 60 x 0.00091 = 209 Lschedule A+r Laten Area e�ling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,943 EneravPro By EneravSoft User Number: User Page:81 of 103 ROOM COOLING PEAK LOADS Calle EstadoIF , LLC 1 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 107 Time of Peak Jul 3 pm Floor Area 405 Outdoor Dry Bulb Temperature 112 '� Indoor Dry Bulb Temperature 78C� Outdoor Wet Bulb Temperature 78 C� Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted I Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Area 94.01 21 X X X X x x X X X U -Value X X X X X X X X X DETD 1 = = = = = = = = = 0.0740 74.4 0.5800 24.5 0.5800 24.5 0.5800 24.5 0.0740 37.1 0.0740 55.1 (East) 48.0 41' 0.590 1.116 (Window 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain Orientation Area x x X x x X X X x x SGF x x x X X x x x x x SC Weighting X X X X X X x X x x Factor = = = = = = = = (Window (East) 24.0 41 0.590 1.116 indow (East) 48.0 41' 0.590 1.116 (Window (East) 24.0 41 0.590 1.116 ' Page Total Btu/hr 518 341 682 341 576 775 1 3,232 Btulhr 648 1,296 648 2,593 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0( x 405 x 1.378 Watts/sqft x 3.413 BtuhlWatt x 1.000 = 1,904 Occupants 1.00 x 405 x 300 Btuh/occ. I 100 sqft/occ. x 1.0, = 1,215, Receptacle 1.00 1.00 = X 405 X 0.500 Watts/sqft x 3.413 Btuh/Watt X 691 V Process 1.0( x 405 X 0.000 Watts/sqft x 3.41 Btuh/Watt x 1.0 1= 0 Infiltration: [ 1.00 X _ 1.064 X 405 x ^10.00 X 0.50 / 60] X 34 = 1,221 5c lee u e A"v Sensib a Area eihng He,gFt ACH pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,856 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 405 X 300 Btuh/occ. / 100 sqft/occ. Receptacle 1.00 x 405 x 0.000 Watts/sgft xj 3.4131 BtuhlWatt = o Process 1.00 x 405 x 0.000 Watts/sgft x 3.413��11Btuh/Watt = 0 • Infiltration: 1.00 x 4771 X 405 X _ 10.00 x 0.50 / 6011 x 0.00262 = 423 Scheaule Ai"� Ca en Area eilmg F�igfit Kc J �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,638 EnergyPro By EnergySoft User Number: User Page: 82 of 103 1 • ROOM COOLING PEAK LOADS �oject Title Date Calle Estado, LLC 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 201 Time of Peak Jul 2 pm Floor Area 619 Outdoor Dry Bulb Temperature 111 9: Indoor Dry Bulb Temperature 78(' Outdoor Wet Bulb Temperature 78 '� Conduction Area U -Value DETD 1 Btulhr R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) 64.0 36.0 124.0 36.0 286.0 1 0.03601 0.5800 • 0.0740 0.5800 0.0740 0.5800 X X X X x x x x x 74.2 55.6 23.2 53.9 23.2 46.0 23.2 42.2 = = = = = = = = = 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain Orientation Area X X x x x X X X X X SGF x X X X X X X X x X Sc Weighting x X X x X x X X x X Factor = = = = = = = = = Window (North) 24.0 46 0.590 0.773 Window (North) 48.0 46 0.590 0.773 Window (North) 24.0 46 0.590 0.773 (Northeast) 36.0 46 0.590 1.182 Wendow indow (East) 36.0 46 0.590 1.510 Window (South) 24.0 49 0.590 0.739 Page Total 1,654 572 1,612 255 483 423 483 893 6,376 Btu/hr 504 1,008 504 1,155 1,476- 5121 ,476512 5,158 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.00 x 619 X 1.052 Wafts/sgft X 3.413 Btuh/Watt X 1.000 = 2,222 Occupants x 619 X 300 Btuh/occ. / 100 sgft/occ. X 1.00 = 1,857 Receptacle -1.0( x 619 X 0.500 Watts/sgft x 3.413 Btuh/Watt x 1,0 = 1,056 Process 111.00 X 619 X 0.000 Watts/sgft X 3.41 Btuh/Watt X 1,0 = 0 Infiltration: L 1.00 x _ 1.064 x 619 x _ ^10.00 x 0.50 / 6� x 34 Sche u e A'ir sense a Area ening Neigh ACN JJJ pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,535 Sched. - Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 619 x 300 Btuh/occ. / 100 sgftlocc. Receptacle 1.00 X 619 x 0.000 Watts/sgft x 1 3.4131 Btuh/Watt = 0 Process 1.00 x 619 x 0.000 Watts/sqft x 3.413 Btuh/Watt = 0 Infiltration: 1.0o XL4--c-4771 x 619 x 10.00 x 0.50 /6 X 0.00263 = 648 • �chedule ite Area eihng 11,04 A� Qyy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,505 EnergyPro By EnergySoft User Number: User Page:83 of 103 ROOM COOLING PEAK LOADS 0oject Title Calle Estado, LLC ROOM INFORMATION Room Name Floor Area Indoor Dry Bulb Temperature Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Floor Assemblv DESIGN CONDITIONS Suite 202 Time of Peak 728 Outdoor Dry Bulb Temperature 78C� Outdoor Wet Bulb Temperature Area 728.0 64.0 120.0 200.0 151.0 30.0 280.0 U -Value 0.0360 0.0740 0.5800 0.0740 0.0740 0.5800 0.0370 Date 12/29/05 DETD 1 70.3 = 86.0 = 24.5 = 36.8 = 50.4 = 24.5 = 28.6 = Jul 3 pm 112 78 C� Btu/hr 1,842 407 1,704 545 563 426 297 1. Design Equivalent Temperature Difference (DETD) Page Total 5,7831 Items shown with an asterisk (") denote conduction through an interior surface to another room. Weighting Solar Gain Orientation Area SGF SC Factor Btu/hr W dni ow (North) 24.0 X 41 x 0.590 x 0.876 509 Window (North) 48.0 x 41 x 0.590 x 0.876 = 1,018 Window (North) 24.0 x 41 X 0.590 x 0.876 = 509 endow (South) 30.0 x 42 X 0.590 X 0.868 = 645 _ _indow_ (South) 24.0 X 42 X 0.590 x 0.868 = 516 ------ X x x = x x x = x x x - x x x i x x x = Page Total 3,196 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0( x 728 X 1.022 Watts/sqft X 3.413 Btuh/Watt X 1.000 = 2,5391 Occupants 1.00 x 728 x 300 Btuhlocc. I 100 sqft/occ. x 1.00 = 21184' Receptacle 1.0 x 728 X 0.500 Watts/sqft X 3.413 Btuh/Watt x 1.00 = 1,242] Process 1A x 728 x 0.000 Watts/sqft X 3.41 BtuhfWatt x 1.00 = f 01 Infiltration: 1.00 x 1.064 x 728 x ^10.00 x 0.50 / 60 x 34 2,1951 Sc�du a Av Sensible Area eilmg 14.0.0 AC' p T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,140 Sched. Btu/hr Latent Gain Frac. Area Heat Gain (Occupants 1.00 X 728 X 300 Btuh/OCC. / 100 sqftlocc.2,184 Receptacle 1.00 X 728 x 0.000 Watts/sgft X 3.413 Btuh/Watt = _ _ 0 Process 1.00 X 728 X 0.000 Watts/sgft X 3.413 Btuh/Watt = 0] • Infiltration: 1.00 X _ 4771 x 728 x 10.00 X 0.50 / 60 x 0.00262 = _760 Schedu a A'ir Laten Area eilmg Fle�gh AC Qyy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,944 EnergyPro By-EnergySoft User Number: User Page: 84 of 103 ROOM COOLING PEAK LOADS otect Title Date Calle Estado, LLC 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 203 Time of Peak Jul 3 pm Floor Area 781 Outdoor Dry Bulb Temperature 112 C� Indoor Dry Bulb Temperature 78(� Outdoor Wet Bulb Temperature 78 C� Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) olid Wood ood Door R-19 Floor Assembly Area 781.0 134.0 150.0 176.0 366.0 24.0 U -Value 0.0360 0.0740 0.5800 0.0740 0.0740 1.4500 0.0370 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain Orientation Area x x x x x x x x x x SGF x x X X x x x X x X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 30.0 42 0.590 DETD 1 70.3 = 59.0 = 24.5 = 48.5 = 58.7 = 52.9 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.868 = x 0.868 = x = x = x = x = x Page Total Btu/hr 1,9761 585 2,130 63_1 1,5911 1,842 282 9,038 Btu/hr 509 1,018 509 516 645 3,196 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 781 x 1.273 Watts/sqft X 3.41 Btuh/Watt x 1.000 = 3,392 Occupants 1.00 x 781 X 300 Btuh/occ. / 10 sqft/occ. x 1.00 = 2,343 Receptacle 1.0 X 781 x 0.500 Watts/sgft x 3.41 Btuh/Watt x1,0 = 1,333 Process 1.00 x 781 x 0.000 Watts/sgft x 3.413 Btuh/Watt x 1.0 i = 0 Infiltration: IF" 1.00 X _ 1.064 x 781 x _10_00 X 0.50 / 60] x 34 = 2,355hedule x- Sensible Area eiling Neigh ACN pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 21,657 Sched. Latent Gain Frac. Area Heat Gain Btu/lir Occupants 1.00 x 781 x 300 Btuh/OCC. / 100 sqft/occ. Receptacle 1.00 x 781 x 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0 Process L-6h�elddooe 1.00 x 781 x 0.000 Watts/sqft x 3.413 Btuh/WattInfiltration: x 4{771 x x _ 9 1N 0x 050/60x Air La en Area e�lin NOR h AC Dyy (TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3.158 I Gn=rn%/0rn Rig PncrnvCnft User Number: User Paoe:85 of 103 1 ROOM COOLING PEAK LOADS oteCt Title Calle Estado, LLC INFORMATION DESIGN CONDITIONS loom Name Suite 204 Time of Peak -loon Area 860 Outdoor Dry Bulb Temperature ndoor Dry Bulb Temperature 78`l Outdoor Wet Bulb Temperature Conduction R-30 Roof(R.30.2x12.16) R� 19 Wall (W.19.2x6.16) Double Non Metal Tinted F- R -19 Wall (W.19.2x6.16) Solid Wood Door R-19 Wall (W.19.2x6.16) R-19 Floor Assembly Area 860.0 134.0 150.0 366.0 24.0 246.0 266.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 1.4500 0.0740 0.0370 Orientation Area x x x x x x x x x x SGF x X x X x x x x x x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 30.0 42 0.590 (South) 24.0 42 0.590 12/29/05 DETD 1 70.3 = 59.0 = 24.5 = 39.2 = 30.8 = 45.2 = 28.6 = Page Total Weighting Factor x 0.876 = x _0.876 = x 0.876 = x 0.868 = x 0.868 = x x x x x Page Total Jul 3 pm 112 78 Btu/hr 2,176 585 2,1_30 _1,062 1,071 823 282 Btu/hr 509' r 1,018; 5091 I- 64511 fi C- 3,1961 Sched. Weighting gtu/hr Internal Gain Frac. Area Heat Gain Factor i hts __ �1.00 x 860 x 1.264 Watts/s ft x 3.413 Btuh/Watt x 1.000 3,7090 Occupants 1.0( x 860 X 300 Btuhlocc. I 100 sgft/occ. X 1.00 = 2,58 Receptacle 1.00 X 860 X 0.500 Watts/sgft X 3.413 Btuh/Watt x 1.o0 = 1,468 Process _ 01 X 860 X o.000 Watts/sqft x 3.41 Btuh[Watt x ^1.00 = 0 Infiltration: Lffie-d-. 00x 1.0x 860 xL,7g10.9 0 x 0.50 / 6� I x T 34 = 2,5931 a Aii Sensi6 a Area n Hei ht AC J Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 21,677 Sched. Btulhr Latent Gain Frac. Area Heat Gain Occupants 1.0 0 X 860 X 300 Btuh/occ. / 100 sgft/occ. = 2,580 Receptacle 1.00 x 860 X 0.000 Watts/sgft X 3.413 Btuh/Watt = - 0 Process [[� 1 . 00 x 860 x 0.000 Watts/sgft x 3.413�BtuhlVVatt = 0 --1 Infiltration: 1.00 x 4 771 x 860 x _ 10.00 x Ij0.50 / 6G 1 x r 0.0.0__262 897hedu a Aii La en A� ening Heigh AC J yy - -� NOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,4771 L_ EnergyPro By EnergySoft User Number: User Page:86 of 103_ ROOM COOLING PEAK LOADS F Calle Estado, LLC 112/29/05 ff= N 24.0 DESIGN CONDITIONS 41 Room Name Suite 2o5 Time of Peak Jul 3 pm Floor Area 1,733 Outdoor Dry Bulb Temperature 112 '� Indoor Dry Bulb Temperature 78'� Outdoor Wet Bulb Temperature 78 '� Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R=19 Floor Assembly Area 1,733.0 188.0 240.0 95.0 30.0 307.0 25.0 510.0 263.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 0.5800 0.0740 0.5800 0.0740 0.0370 Orientation Area SGF SC (North) 24.0 x x x x x x x X X X 41 x X X X X x x X x x 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (East) 30.0 41 0.590 (South) 48.0 42 0.590 (South) 25.0 42 0.590 DETD 1 70.3 = 69.5 = 24.5 = 48.4 = 24.5 = 45.9 = 24.5 = 55.1 = 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = X 0.876 = x 0.876 = x 0.876 = x 1.270 = X 0.868 = x 0.868 = X = Page Total Btu/hr 4,385 967 3,408 341 426 1,043 355 _2,0801 279 13,284 Btu/hr 509 1,018 509 509 1,018 509 922 1_,032 53811 �J l' Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0( x 1,733 x 0.939 Watts/sqft x 3.413 Btuh[Watt x 1.000 = 5,556 Occupants 1.0 X 1,733 X 300 Btuh/occ. / 100 sgft/occ. x 1.00 = 5,199 Receptacle 1.0 x 1,733 x 0.500 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 2,957 Process 1.00 x 1,733 X 0.000 Wattslsgft X 3.41 Btuh/VNatt�1 X 1.00 = 0 Infiltration: _ 1.00 x 1.064 x 1,733 x ^10.00 x 0.50 / E x 34 = 5,225 SEhe�Ji -ule Air Sensi5 a Area eilmg Height ACH &T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 38,784 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occ upants 1.00 X 1,733 x 300 Btuh/occ. I 100 sgft/occ. = 5,199 Receptacle 1.00 X 1,733 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process I� 1.00 x 1,733 x 0.000 Watts/sqft x 3.413�BtuhfWatt = 0 • Infiltration: I _ 1.00 x 4771 x 1 733 x _ �le 00 x 0.50 / sfJl x 0.00262 = 1,809 scnedule Aii tate Area eilmg Heigfi ACH JJ oW ITOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7.0081 EnergyPro By EnergySoft User Number: User Page:87 of 103 ROOM COOLING PEAK LOADS e IF Calle Estado, LLC 1 12/29/05 1 Room Name Suite 206 Time of Peak Sep 3 pm Floor Area 690 Outdoor Dry Bulb Temperature 107 Indoor Dry Bulb Temperature 781: Outdoor Wet Bulb Temperature 74 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (WA9.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted I Double Non Metal Tinted Area 690.0 320.0 175.0 17.5 17.5 250.0 17.5 17.5 17.5 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.0740 0.5800 0.5800 0.0740 0.5800 0.5800 0.5800 Orientation Area SGF Sc (East) 17.5 X x X X x X X X X X 27 X X X X x x X X X X 0.590 (East) 17.5 27 0.590 (South) 17.5 112 0.590 (South) 17.5 112 0.590 (South) 17.5 112 0.590 (South) 17.5 112 0.590 (West) 16.0 76 0.590 (West) 48.0 76 0.590 (West) 16.0 76 0.590 DETD 1 51.6 = 27.5 = 35.7 = 20.4 = 20.4 = 53.3 = 20.4 = 20.4 = 20.4 = Page Total Weighting Factor x 2.331 = x 2.331 = X 1.055 = X 1.055 = x 1.055 = X 1.055 = X 0.495 = X 0.495 = X 0.495 = X I = Page Total Btu/hr 1,283 652 462 207 207 985 207 207 207 4,418 Btu/hr 650) 1,220 1,220 1,220 1,220 354 1,062 354 7,951 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 X 690 X 1.078 Wafts/sgft X 3.413 Btuh/VVatt X 1.000 = 2,539 Occupants 1.0 X 690 X 300 Btuhlocc. / 10 sgft/occ. X 1.00 = 2,070 Receptacle 1.0 X 690 x 0.500 Wafts/sqft x 3.413 Btuh/Waft x 1.00 = 1,177 Processf, 00 X 690 X 0.000 Watts/sgft X 3.41 Btuh/Watt�1 X 1.00 = 0 Infiltration: L 1.00 x _ 1.064 x 690 x , _10.00 x 0.50 160 x 34 = 2,081 L. u e Air Sensible Area ening Heigfi ACH p T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,770 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 690 x 300 Btuh/occ. / 100 sgft/occ. Receptacle 1.00 X 690 X 0.000 Watts/sgft x 1 3.413 Btuh/Watt = o Process 1.00 x 690 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 • Infiltration: 1.00 x 4,771 x 690 x , _10.00 x 0.50 / 6G1 x 0.00003 = �- 9 chedule Piten Area ening Heigfit Ac J Z�'W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,079 EnergyPro By EnergySoft User Number: User Page:88 of 103 ROOM COOLING PEAK LOADS PF Calle Estado, LLC I 12/29/05 IROOmTMRMATION DESIGN CONDITIONS Room Name Suite 206 Time of Peak Sep 3 pm Floor Area 690 Outdoor Dry Bulb Temperature 107 OF Indoor Dry Bulb Temperature 78�: Outdoor Wet Bulb Temperature 74 C� Conduction Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted I Double Non Metal Tinted R-19 Floor Assemblv Area X X X X X X X X X U -Value X X X X X X X X X 17.5 0.5800 130.0 0.0740 16.0 0.5800 48.0 0.5800 16.0 0.5800 690.0 0.0370 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area SGF SC DETD 1 20.4 = 80.7 = 20.4 = 20.4 = 20.4 = 23.6 = Page Total Weighting Factor x x = x x x x = x = x x x Page Total Btu/hr 207 777 189 568 189 603 2,535 Btu/hr Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 690 x 1.078 Watts/sqft x 3.413 Btuh/Watt x 1.000 = 2,539 Occupants 1.0 x 690 x 300 Btuh/occ. / 100 sgft/occ. x 1.00 = 2,070 Receptacle 1.0 x 690 X 0.500 Watts/sgft x 3.4-r Btuh/Watt x 1.00 = 1,177 Process 1.0 x 690 x' 0.000 Watts/sgft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: IrSlced-u 1.00 X _ 1.064 X 690 X __10.00 x 0.50 / 60 x 34 = a Air Sensible Area ening FleigF AC pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,770 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 690 x 300 Btuh/occ. / 100 sgft/occ. = 2,070 Receptacle 1.00 x 690 x 0.000 Watts/sgft xj 3.413 BtuhlWatt = _ 0 Process 1.00 x 690 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Infiltration: 1.00 x 4,771 x 690 x _10.00 X 0.50 /60� x 0.00003 =E 91 Sche�Jr u e Air en Area ening Ne.gff CFI QW ITOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2.079 EnergyPro By EnergySoft User Number: User Page:89 of 103 x x x x x x x x x x x x x x x x x x x x DETD 1 20.4 = 80.7 = 20.4 = 20.4 = 20.4 = 23.6 = Page Total Weighting Factor x x = x x x x = x = x x x Page Total Btu/hr 207 777 189 568 189 603 2,535 Btu/hr Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 690 x 1.078 Watts/sqft x 3.413 Btuh/Watt x 1.000 = 2,539 Occupants 1.0 x 690 x 300 Btuh/occ. / 100 sgft/occ. x 1.00 = 2,070 Receptacle 1.0 x 690 X 0.500 Watts/sgft x 3.4-r Btuh/Watt x 1.00 = 1,177 Process 1.0 x 690 x' 0.000 Watts/sgft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: IrSlced-u 1.00 X _ 1.064 X 690 X __10.00 x 0.50 / 60 x 34 = a Air Sensible Area ening FleigF AC pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,770 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 690 x 300 Btuh/occ. / 100 sgft/occ. = 2,070 Receptacle 1.00 x 690 x 0.000 Watts/sgft xj 3.413 BtuhlWatt = _ 0 Process 1.00 x 690 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Infiltration: 1.00 x 4,771 x 690 x _10.00 X 0.50 /60� x 0.00003 =E 91 Sche�Jr u e Air en Area ening Ne.gff CFI QW ITOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2.079 EnergyPro By EnergySoft User Number: User Page:89 of 103 ROOM COOLING COIL LOADS o)ect t me Date Calle Estado, LLC 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name suite 101 Time of Peak Jul 3 pm Floor Area 820 Outdoor Dry Bulb Temperature 112 Indoor Dry Bulb Temperature 74'� Outdoor Wet Bulb Temperature 78 i Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Area 164.0 346.0 15.0 U -Value 0.0740 0.5800 0.5800 0.0740 0.0740 0.0740 0.0740 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area SGF SC Window (North) 24.0 X X X X x x X X X X 41 x X X x x x X x x X 0.590 North Glass Door (North) 48.0 41 0.590 Window (North) 24.0 41 0.590 Indow (North) 36.0 41 0.590 F-Vinclow (Northeast) 36.0 41 0.590 Window (East) 36.0 41 0.590 Window (South) 20.0 42 0.590 Window (South) 24.0 42 0.590 DETD 1 65.8 = 27.9 = 27.9 = 61.2 = 48.9 = 45.3 = 58.2 = Page Total Weighting Factor x 0.811 = x 0.811 = x 0.811 = x 0.807 = x 1.217 = X 1.532 = X 0.793 = X 0.793 = x = X = Page Total Btu/hr 867 2,266 1,748 290 594 1,160 65 6,988 Btu/hr �- 4711 1 942 471 703 1,060 1,3341 393 471 5,845 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 820 X 0.794 Watts/sgft x 3.413 Btuh/Watt x 0.999 = 2,219 Occupants 1.0 x 820 X 300 Btuh/occ. / 10 sgft/occ. x 1.00 = 2,460 receptacle 1.00 x 820 x 1.000 Watts/sqft x 3.41 Btuh/Watt x 1.00 = 2,799 rocess ILIE.Jiu]. 0( x 820 X 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: x _ 1.064 x 820 x 10.00 x 0.50 / 6fll x 38 = Air Sensible Area Ceiling HeigFi ACH JJJ pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,074 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 820 x 300 Btuh/occ. / 100 sqft/occ. Receptacle 1.00 x 820 X 0.000 Watts/sgft xj 3.4131 BtuhfWatt = 0 Process r 1.00 x 820 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 • Infiltration: I 1.00 x 4771 x 820 x , _10_00 x 0.50 / 60� x 0.00394 = 1,283 L schedu a Air Late Area eiling Height Ac AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,743 EnergyPro By EnergySoft User Number: User Page:90 of 103 71 ROOM COOLING COIL LOADS OF Calle Estado, LLC , 12/29/05 ROOM INFORMATION DESIGN CONDITIONS Room Name Suite 102 Time of Peak Jul 3 pm Floor Area 433 Outdoor Dry Bulb Temperature 112 9: Indoor Dry Bulb Temperature 74'� Outdoor Wet Bulb Temperature 78 1: Conduction R-19 Wall (WA9.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Area X X X X X X X X X U -Value X X X X X X X X X 69.0 0.0740 120.0 0.5800 116.0 0.0740 25.0 0.5800 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area X X X X x x x x X X SGF x X x x X x X X x X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 25.0 42 0.590 DETD 1 90.3 = 27.9 = 57.2 = 27.9 = Page Total Weighting Factor x 0.811 = x 0.811 = x 0.811 = x 0.793 = x 0.793 = x = X = x = X x = Page Total Btu/hr 461 1,942 491 405 3,299 Btu/hr 471 942 471 472 491 2,847 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 433 X 1.289 Watts/sqft x 3.413 Btuh/Watt X 0.999 = 1,902- 0 ccupants ,902-Occupants 1.00 x 433 X 300 Btuh/occ. / 100 sgft/occ. X 1.00 = 1,299 Receptacle -1.0( x 433 x 1.500 Watts/sqft x 3.41 Btuh/Watt x 1.00 = 2,217 Process -1-1.0 I x 433 x 0.000 Wafts/sqft x 3.41 BtuhfWatt�l x 1.00 = 0 Infiltration: 1.00 x 1.064 x 433 x ^10_00 x 0.50 / 60] x 38 Schedu a Air Sensible Area eihng He�gff ACH p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,023 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 433 X 300 Btuh/occ. / 100 sqft/occ. Receptacle 1.00 x 433 x 0.000 Watts/sgft x 1 3.4131 BtuhfWatt = 0 Process 1.00 x 433 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 • Infiltration:Lcff-el-�500]e x 4771 X 433 x 10.00 X 0.50 / 60� x 0.00394 =78 Air La n Area eihng eig AC pW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,977 EnergyPro By EnergySoft User Number: User Page:91 of 103 ROOM COOLING COIL LOADS otect Title Date Calle Estado, LLC I 12/29/05 Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (WA9.2x6.16) Solid Wood Door Area 134.0 120.0 181.0 25.0 241.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0740 0.5800 0.0740 0.5800 0.0740 1.4500 Orientation Area x x x x x x X x x x Room Name Floor Area Indoor Dry Bulb Temperature Suite 103 484 74c� Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 �: 78 9� Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (WA9.2x6.16) Solid Wood Door Area 134.0 120.0 181.0 25.0 241.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0740 0.5800 0.0740 0.5800 0.0740 1.4500 Orientation Area x x x x x x X x x x SGF x X x X x x X x x x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 25.0 42 0.590 DETD 1 65.9 = 28.3 = 52.2 = 28.3 = 65.0 = 55.2 Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.868 = x 0.868 = X = X = X = x = x = Page Total Btu/hr 654 1,971 699 411 1,159 1,921 6,815 Btu/hr F- 509 - 0 118 , 509) 5161 538 3,089 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights x 484 x 1.285 Watts/sgft X 3.413 Btuh/VUatt x 1.000 = 2,123 Occupants 1.0 X 484 x 300 Btuh/occ. / 100 sgft/occ. X 1.00 = 1,452 Receptacle 1.00 x 484 X 0.500 Wattslsgft x 3.413 BtuhlWatt x 1.00 = 826 Process 1.0 x 484 x 1.500 Watts/sqft x 3.41 Btuh/VVatt�I x 1.00 = 2,478 Infiltration: 1.00 x _ 1.064 x 484 x _10.00 x 0.50 / 601 x 38 = 1,631 Schedule Air Sensi6 a Area ailing Height ACH JJJ pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,413 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 484 x 300 Btuhlocc. / 100 sgft/occ. Receptacle 1.00 x 484 x 0.000 Watts/sgft x 3.413 Btuh/Watt = o Process 1.00 x 484 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 • Infiltration: _ 1.00 X 4,771 x 484 x ^10.00 x0.50 / 60� x 0.00394 = 757 Schedule Air Laten Area ailing Height =Ac. J n w Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,2os EnergyPro By EnergySoft User Number: User Page:92 of 103 ROOM COOLING COIL LOADS Or oject Title Date Calle Estado, LLC 12/29/05 1 IROOM INFORMATION DESIGN CONDITIONS 0.0740 Room Name Floor Area Indoor Dry Bulb Temperature Suite 104 484 78'� Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 1: 78 �: Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Area 1 1 181 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value X 0.0740 X X 0.5800 X X 0.0740 X X 0.0740 X X 0.5800 X X 0.590 X X 42 X X 24.0 X X X Orientation Area X X x x x x X x x X SGF x x X x X x x X x x Sc (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 25.0 42 0.590 (South) 24.0 42 0.590 DETD 1 59.0 = 24.5 = 36.8 = 47.1 = 24.5 = Page Total Weighting Factor x 0.876 = x 0.876 = X 0.876 = x 0.868 = x 0.868 = x = x = x = x = x Page Total Btu/hr 585 1,704 722 631 355 T� 3,9971 Btu/hr 509 1,018 509 538 516 3,0891 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 484 x 1.285 Watts/sqft x 3.413 Btuh/Watt x 1.000 = 2,123 Occupants 1.0 x 484 X 300 Btuh/OCC. / 100 sgft/occ. x 1.00 = 1,452 receptacle 1.0( x 484 x 0.500 Watts/sgft x 3.413 Btuh/Watt x 1.00 = 826 Process 1.0 x 484 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: [ 1_00 x 1.064 X 484 x _10.00 X 0.50 / 6] x 34 = 1,459 Schedule Air Sensi6 a Area eTng Height AC pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,946 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 484 x 300 Btuh/OCc. / 100 sgft/occ. = 1,452 Receptacle 1.00 X 484 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process 1.00 x 484 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 • Infiltration: [scn dU X A'v Lat<entl x Area4� x eiling Heg i x ACH.50 160 x oQoo262 = C 50� Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,957 EnergyPro By EnergySoft User Number: User Page:93 of 103 ROOM COOLING COIL LOADS &oject Title Date Calle Estado, LLC 12/29/05 IROOM INFORMATION DESIGN CONDITIONS I Room Name Floor Area Indoor Dry Bulb Temperature Suite 105 433 781: Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 9: j8 '� Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Area X X X X X X X X X U -Value X X X X X X X X X 69.0 0.0740 144.0 0.5800 117.0 0.0740 (North) 48.0 41 0.590 (North) 24.0 41. 0.590 (South) 24.0 42 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area x X x x x x X x x x SGF x x X X X x x x x x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41. 0.590 (South) 24.0 42 0.590 (South) 24.0 42 0.590 DETD 1 82.3 = 24.5 = 52.3 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.868 = X 0.868 = X = x = x = x = x = Page Total Btu/hr 420 2,045 453 2,918 Btu/hr s0s 1,018 509 516 516 3,067 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor fights 1.0( x 433 x 1.289 Watts/sgft x 3.41 Btuh/Watt x 1.000 = 1,904 Occupants X1.0 x 433 X 300 Btuh/occ. / 100 sgft/OCc. X 1.00 = 1,299 Receptacle 1.00 x 433 X 0.500 Wattslsgft x 3.41 BtuhlWatt x 1.00 = 739 Process 1.0 x 433 X 0.000 Watts/sqft x 3.41 BtuhlWatt x 1.00 = 0 Infiltration: Lh-.Fal.-ifeo .x 1.064 x 433 x ^ ^10_00x 0.50 / 6] x34 = 1,306 Air Sensi a Area ening Heigh ACH pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,233 Sched. Latent Gain Frac. Area Heat Gain Btulhr Occupants 1.00 X 433 x 300 Btuh/occ. / 100 sqft/occ. Receptacle 1.00 x 433 x 0.000 Watts/sgft X1 3.4131 BtuhlWatt = 0 Process L�camuolo, 1.00 x 433 x 0.000 Watts/sgft x 3.4131Btuh/WattInfiltration: x 4,771 x 433 x _10.00 x 050 161 x 000262 =452 Air Latent Area ening Height ACH �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,751 EnergyPro By EnergySoft User Number: User Page: 94 of 103 ROOM COOLING COIL LOADS otect Title Calle Estado, LLC Date 12/29/05 IROOM INFORMATION DESIGN CONDI I IONS ---I Room Name Suite 106 Time of Peak Jul 3 pm ' Floor Area 578 Outdoor Dry Bulb Temperature 112 '� Indoor Dry Bulb Temperature 78C� Outdoor Wet Bulb Temperature 78 9: Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.161 Area X X X X X X X X X U -Value X X X X X X X X X 114.0 0.0740 96.0 0.5800 30.0 0.0740 290.0 0.0740 41 0.590 (North) 24.0 41 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area X X X x X X X x x X SGF x X x x X X X X X X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 DETD 1 63.4 = 24.5 = 36.8 = 55.1 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x X = X = x = X = x = X = Page Total Btu/hr 535 1,363 82 1,183 3,162, Btu/hr 509 1,018 509 2,035 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 578 X 1.287 Wattslsgft X 3.413 Btutt X 1.000 = 2,539 Occupants 1.0 X 578 X 300 Btuh/occ. / 100 sqft/occ. x 1.00 1,734 Receptacle 1.0 x 578 x 0.500 Watts/sgft x 3.413 Btuh[Watt X 1.00 = 986, rocess 1.0 x 578 X 0.000 Watts/sgft X 3.413 Btuh[Watt X 1.00 = 0 Infiltration: 1_00 x 1.064 x 578 x ^10.00 X 0.50 / 6] x 34 = 1,743 Schedule Air Sensible Area Ceiling Heigh AC p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,200 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 578 X 300 Btuhlocc. / 100 sgft/occ. Receptacle 1.00 X 578 X 0.000 Wattslsgft x 1 3.4131 BtuhlWatt = 0 Process 1.00 x 578 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Infiltration: 1.00 x _ 4771 x 578 X _ _10.00 x 0.50 / 6] x 0.00262 = 603 Schedule Air Lat nt Area eding Heigh ACH Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,337 EnergyPro By EnergySoft User Number: User Page: 95 of 103 ROOM COOLING COIL LOADS �oject Title Date Calle Estado, LLC 12/29/05 INFORMATION DESIGN CONDITIONS U -Value Room Name Floor Area Indoor Dry Bulb Temperature Suite 107 405 78q� Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 9: 78 c� Conduction R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Area X X X X X X X X X U -Value X X X X X X X X X 94.0 0.0740 24.0 0.5800 48.0 0.5800 24.0 0.5800 210.0 0.0740 190.0 0.0740 41 0.590 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area X x x x x X x x x x SGF x x x x X x X X x x SC (East) 24.0 41 0.590 (East) 48.0 41 0.590 (East) 24.0 41 0.590 DETD 1 74.4 = 24.5 = 24.5 = 24.5 = 37.1 = 55.11 = Page Total Weighting Factor x 1.116 = x 1.116 = x 1.116 = x x x = x = x X = x Page Total Btu/hr 518 _341 682 341 576 775 3,232 Btu/hr 648 1,296 648 --1 2,593 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 405 X 1.378 Watts/sgft x 3.41 Btuh[Watt x 1.000 = 1,904 Occupants 1.0 x 405 x 300 Btuh/OCC. / 100 sgft/occ. X 1.00 = 1,215 Receptacle 1.0 x 405 x 0.500 Watts/sgft x 3.41 Btuh/Watt x 1.00 = 691 Process r1.0 x 405 X 0.000 Wafts/sqft X 3.413 Btuh/Watt�I x 1.00 = 0 Infiltration: I 1.00 x _ 1.064 x 405 x �-601 x 0.50 / 601 x 34 = 1,221 Che u e A'ir Sensi a Area eilm AC J T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,856 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 405 X 300 Btuh/OCC. / 100 sgft/OCc. Receptacle 1.00 x 405 x 0.000 Watts/sgft x 1 3.413 BtuhlWatt = 0 Process 1.00 x 405 X 0.000 Wafts/sgft X 1 3.4131 BtuhfWatt = 0 • Infiltration: � 1.00 x 4771 x 405 x , _10.00 x 0.50 / 60� x 0.00262 = 423 Schee u e Air La n Area ening f e�-igh AC QW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM ' 1,638 EnergyPro By Energysoft User Number: User PageM of 103 ROOM COOLING COIL LOADS F Calle Estado, LLC 1 12/29/05 IROOM INFORMATION DESIGN CONDMUR9-- Room Name Suite2ol Time of Peak Jul 3 pm Floor Area 619 Outdoor Dry Bulb Temperature 112 `k Indoor Dry Bulb Temperature 78`k Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Area 619.0 139.0 120.0 64.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 0.5800 0.0740 0.5800 0.0740 Orientation Area X x X x X X X X X X SGF X X X x x X X X x X SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (Northeast) 36.0 41 0.590 (East) 36.0 41 0.590 (South) 24.0 42 0.590 DETD 1 70.3 = 58.2 = 24.5 = 55.9 = 24.5 = 47.5 = 24.5 = 40.2 = Page Total Weighting Factor x 0.876 = x 0.876 = X 0.876 = X 1.274 = X 1.594 = X 0.868 = X = x = X = X = Page Total Btu/hr 1,566 598 1,704 265 511 436 511 851 s,442 Btu/hr 509 1,018 509 1,110 1,388 516 5,049 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0( x 619 X 1.052 Watts/sqft X 3.413 Btuh/Watt X 1.000 = 2,222 Occupants 1.0(x 619 x 300 Btuh/occ. / 100 sgft/OCc. X 1.00 = 1,857 Receptacle 1.00 X 619 x 0.500 Wafts/sqft X 3.413 Btuh/Watt x 1.00 = 1,056 rocess 01 X 619 X 0.000 Watts/sqft X 3.413 Btuh/Watt X 1.00 = Infiltration: 11. 1.00 X _ 1.064 X 619 X _10.00 X 0.50 / 60] X 34 = 1,8661 chedule A'ir Sensible Area Ceiling f�igti ACN pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,493 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 619 X 3o0 Btuh/occ. / 100 sqft/occ. = 1,857 Receptacle 1.00 X 619 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process Lci��.Uooe 1.00 x 619 x 0.000 Watts/sqft x 3.413 Btuh/Watt 0Infiltration: x x 619 x , ^10.00x 0.50/ 6]x OO262 = 646 Air Latent Area Fir. -ng Ri:�gfit AC Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,503 EnergyPro By EnergySoft User Number: User Page:97 of 103 1 ROOM COOLING COIL LOADS F Calle Estado, LLC 1 12/29/05 IROOM INFORMATION DESIGN CONDITIONS Room Name Suite 202 Time of Peak Jul 3 pm Floor Area 728 Outdoor Dry Bulb Temperature 112 `k Indoor Dry Bulb Temperature 78�: Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Floor Assembly Area 728.0 64.0 120.0 200.0 151.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 0.0740 0.5800 0.0370 Orientation Area X x X x x x x x X x SGF x X X X X x x X X x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 30.0 42 0.590 (South) 24.0 42 0.590 DETD 1 70.3 = 86.0 = 24.5 = 36.8 = 50.4 = 24.5 = 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = X 0.876 = x 0.868 = x 0.868 = x x = X = X = x = Page Total Btu/hr 1,842 407 1,704 545 563 426 297 5,783 Btu/hr 509 1,018 509 645 516 I �) J_ 3,196] Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0; x 728 x 1.022 Watts/sqft x 3.41 Btuh[Watt x 1.000 = 2,539 Occupants 1.00 x 728 X 300 Btuh/occ. / 100 sgft/occ. x 1.00 = 2,184 eceptacle 1.0 x 728 x 0.500 Watts/sqft x 3.41 BtuhfWatt x 1.00 = 1,242 Process IFS,�dfi.e-d'�-u�.Ie? 1.0 x 728 x 0.000 Watts/sgft x 3.41 BtuhfWatt x 1.00 = 0 Infiltration: x 1.064 x 728 x^10.00 x 0.50 I60� x 34 = Air Sensi a Area eating FfeigFt ACR pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,140 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 728 x 300 Btuh/occ. / 100 sgft/occ. Receptacle 1.00 x 728 x 0.000 Watts/sgft X1 3.413 Btuh/Watt = 0 Process 1.00 x 728 x 0.000 Watts/sgft'x 3.413 Btuh/Watt - = E�0 491 Infiltration: 1.00 x 4 771 x 728 x _ _10.00 x 0.50 / 60� x 0.00262 = 760 Sc�du a Air Late Area ening Retgh ACEI n w Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2.944 EnergyPro By EnergySoft User Number: User Page: 98 of 103 ROOM COOLING COIL LOADS 0oject Title Date Calle Estado, LLC 12/29/05 IROOM INFORMATION DESIGN CON x X X X x x X X X X Room Name Floor Area Indoor Dry Bulb Temperature Suite 203 781 781: Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Jul 3 pm 112 `k 78 9: Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Solid Wood Door R-19 Floor Assembly Area 781 134 150 176 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 0.0740 1.4500 0.0370 Orientation Area x X X X x x X X X X SGF x X x x X x X x x x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 24.0 42 0.590 (South) 30.0 42 0.590 DETD 1 70.3 = 59.0 = 24.5 = 48.5 = 58.7 = 52.9 = 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = X 0.876 = X 0.868 = x 0.868 = X = X X = X = X = Page Total Btu/hr 1,976 585 2,130 631 1,591 1,842 282 9,038 Btu/hr 509 1,018 509 516 645 3,196 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 X 781 X 1.273 Wafts/sqft x 3.413 Btuh/Waft X 1.000 = ]3,392Occupants1 Oq X 781 X 300 BtuhIOCC. I 100 sgfUOCC. x 1.00 = eceptacle 1.00 X 781 x 0.500 Watts/sgft X 3.413 Btuh/Watt X 1.00 = Process 1.0 X 781 X 0.000 Watts/sqft X 3.413 BtuhfWatt X 1.00 = `0� Infiltration: �_ 1.0o X 1.064 X 781 X , _10.00 x 0.50 / 6] X 34 = 2,3551 chedule Air Sensible Area ening Heigfit ACEI J pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 21,657 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 781 x 300 Btuh/OCC. / 100 sqft/occ. Receptacle 1.00 X 781 x 0.000 Watts/sgft X 3.413 Btuh[Watt = 0 Process r 1.00 x 781 x 0.000 Watts/sgft x 3.413 BtuhlVl/att = 0 • Infiltration: I 1.00 x 4771 x 781 x 10.00 x 0.50 / 6] x 0.00262 = 815 LSchedule Air Late t Area siting Heigh ACR n w Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,158 EnergyPro By EnergySoft User Number: User Page: 99 of 103 ROOM COOLING COIL LOADS V Calle Estado, LLC 1 12/29/05 IROOM INFORMATION DESIGN CONDITIONS Room Name Suite 204 Time of Peak Jul 3 pm Floor Area 860 Outdoor Dry Bulb Temperature 112 1: Indoor Dry Bulb Temperature 78T Outdoor Wet Bulb Temperature 78 "� Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Solid Wood Door R-19 Wall (W.19.2x6.16) R-19 Floor Assembly Area 860.0 134.0 150.0 366.0 24.0 246.0 266.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 1.4500 0.0740 0.0370 Orientation Area x x X x x x x x x x SGF x x x x X x X x x x SC (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (South) 30.0 42 0.590 (South) 24.0 42 0.590 DETD 1 70.3 = 59.0 = 24.5 = 39.2 = 30.8 = V45.2 = 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.868 = x 0.868 = x = x x x x = Page Total Btu/hr 2,176 585 2,130 1,062 1,071 823 282 8,130 Btu/hr 509 1,018 509 645 516 3,196! Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights -1.0 x 860 x 1.264 Watts/sgft x 3.413 Btuft x 1.000 = 3,709 Occupants 1.0( x 860 x 300 Btuh/occ. / 10 sqft/occ. x 1.00 = 2,580 Receptacle 1.00 x 860 x 0.500 Watts/sgft x 3.413 Btuh/Watt x 1.00 = 1,468 rocess o x 860 x 0.000 Watts/sqft x 3.413 BtuhlWatt x 1.00 = 0 Infiltration: IF"hedule x Air Sen sti e x Area860 X ailing Flag O x ACF 50 / 6� x QT 34 = 2,593 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 21,677 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 860 x 300 Btuh/occ. / 100 sgft/occ. = 2,5801 Receptacle 1.00 x 860 x 0.000 Watts/sgft x 3.413 Btuh/Watt = 0 Process 1.00 x 860 x 0.000 Watts/sgft x 1 3.4131 BtuhlWatt = 0 • Infiltration: Lelffie-Miu0ioe x _ a 771 x 8so x _ _10.00 x 0.50 /6 x 0.00262 = 897 Air Latent Area Ceiling Feigfi ACIi �W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,477 EnergyPro By EnergySoft User Number: User Page: 100 of 103 ROOM COOLING COIL LOADS r Calle Estado, LLC 1 12/29/05 1 Room Name Suite205 Time of Peak Jul 3 pm Floor Area 1,733 Outdoor Dry Bulb Temperature 112 Indoor Dry Bulb Temperature 789: Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) Double Non Metal Tinted R-19 Wall (1N.19.2x6.16) Double Non Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Floor Assembly Area 1,733.0 X 188.0 X 240.0 X 95.0 X 30.0 X 307.0 X 25.0 X 510.0 X 263.0 X 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.5800 0.0740 0.5800 0.0740 0.5800 0.0740 0.0370 Orientation Area SGF SC (North) 24.0 x x x x x x x x x x 41 x x x x x x x x x x 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (North) 24.0 41 0.590 (North) 48.0 41 0.590 (North) 24.0 41 0.590 (East) 30.0 41 0.590 (South) 48.0 42 0.590 (South) 25.0 42 0.590 DETD 1 70.3 = 69.5 = 24.5 = 48.4 = 24.5 = 45.9 = 24.5 = 55.1 = 28.6 = Page Total Weighting Factor x 0.876 = x 0.876 = x 0.876 = x 0.876 = x 0.876 = x 0.876 = x 1.270 = x 0.868 = x 0.868 = x = Page Total Btulhr 4,385 967 3,408 341 426 1,043 355 2,080 279 13,284 Btu/hr 509 1,018 509 509 1,018 509 922 1,032 538 6,562 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 1,733 x 0.939 Watts/sqft x 3.41 Btuh/Watt x 1.000 = 5,556 Occupants 1.00 x 1,733 x 300 Btuh/OCC. / 100 Sgft/oCC. x 1.00 = 5,199 Receptacle 1.0 x 1,733 x 0.500 Wafts/sqft x 3.413 BtuhlWatt x 1.00 = 2,957 Process 1.0 x 1,733 x 0.000 Watts/sgft x 3.413 BtuhlWatt x 1.00 = 0 Infiltration: [scnedu0e x Air Sen she x Area 5g x ailing 1 0 x ACf0.50 / 60� x QT 34 = 2 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 38,784 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1,733 x 300 Btuh/OCC. / 100 sgft/OCc. Receptacle 1.00 x 1,733 x 0.000 Watts/sgft X1 3.4131 BtuhlWatt = o Process 1.00 x 1,733 x 0.000 Watts/sgft_ x 3.413 Btuh/Watt = 0 Infiltration: IFIc 1.0o x 4,771 x 1 733 x , _10.00 x 0.50 / 6] x 0.00262 = 1,809hen a AiIten Area ening Heigh ACH OW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,008 EnergyPro By EnergySoft User Number: User Page: 101 of 103 ROOM COOLING COIL LOADS oject Title Date Calle Estado, LLC 12/29/05 IROOM INFORMATION DESIGN CONDITIONS Room Name suite 206 Time of Peak Aug 3 pm Floor Area 690 Outdoor Dry Bulb Temperature 112 Indoor Dry Bulb Temperature 78: Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Double Non Metal Tinted Double Non Metal Tinted R-19 Wall (W.19.2x6.16) I -- Double Non Metal Tinted Double Non Metal Tinted Double Non Metal Tinted Area 690.0 320.0 175.0 17.5 17.5 250.0 17.5 17.5 17.5 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0360 0.0740 0.0740 0.5800 0.5800 0.0740 0.5800 0.5800 0.5800 Orientation Area SGF Sc X X X X x X X x X DETD 1 = = = = = = = = = 65.2 33.5 43.1 24.5 24.5 53.3 24.5 24.5 24.5 (East) 17.5 X X X X x X X X X X 36 x x x X X X x x x X 0.590 (East) 17.5 36 0.590 (South) 17.5 70 0.590 (South) 17.5 70 0.590 (South) 17.5 70 0.590 (South) 17.5 70 0.590 (West) 16.0 51 0.590 (West) 48.0 51 0.590 (West) 16.0 51 0.590 Page Total Weighting Factor x 2.078 = X 2.078 = X 1.112 = X 1.112 = X 1.112 = X 1.112 = x 0.730 = x 0.730 = X 0.730 = x Page Total Btu/hr 1,619 792 558 248 248 987 248 248 248 r- 5,198 Btu/hr 772 . 772 804 804 804 804 351 1,054 351 ' 6,515 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 690 X 1.078 Watts/sgft x 3.413 Btuh/Watt x 1.000 = 2,539 Occupants 1.0 x 690 x 300 Btuh/OCC. / 10 sqft/occ. x 1.00 = 2,070 Receptacle 1.0( x 690 x 0.500 Watts/sqft x 3.41 Btuh/Watt x . 1.00 = 1,177 rocess 1.00 X 690 X 0.000 Wafts/sgft X 3.413 Btuh/Watt x 1.00 = 0 Infiltration: _ 1.00 x 1.064 x 690 x 10.00 x 0.50 / 6] x 34 = 2,081 Sche u e Air Sensible Area Ceiling Heigh AC JJJ Q Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,551 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 690 x 300 Btuh/OCC. /F 100 sgft/OCc. = 2,070 Receptacle 1.00 x 690 X 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0 Process 1.00 x 690 x 0.000 Watts/sgft x 1 3.413 BtuhlWatt = L 0 • Infiltration: Lehie-ld-uoljoe x _ 4771 X 690 x _^10.00 x 0.50 / 60 X 720 Air Laien Area ening Height AC n w Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,790 EnergyPro By EnergySoft User Number: User Page: 102 of 103 I ROOM COOLING COIL LOADS Calle Estado, LLC 12/29/05 1 Room Name Floor Area Indoor Dry Bulb Temperature Conduction bouble Non Metal Tinted R-19 Wall (V11.19.2x6.16) i --- Double Non Metal Tinted Double Non Metal Tinted Double Non Metal Tinted R-19 Floor Assembly Suite 206 Time of Peak Aug 3 pm 690 Outdoor Dry Bulb Temperature 112 "� 78�: Outdoor Wet Bulb Temperature 78 9: Area X X X X X X X X X U -Value X X X X X X X X X 17.5 0.5800 130.0 0.0740 16.0 0.5800 48.0 0.5800 16.0 0.5800 690.0 0.0370 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Orientation Area SGF SC DETD 1 24.5 = 88.9 = 24.5 = 24.5 = 24.5 = 28.6 = Page Total Btu/hr 2481 -- 8551 --_- 2271 6821 �5731 2,970 Weighting Factor Btu/hr -- x = x _ x x x Page Total Eo� Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 690 x 1.078 Watts/sqft x 3.413 Btuh[Watt x 1.000 = 2,539 Occupants 1.0 x 690 x 300 Btuh/occ. / 1o0 sgft/occ. x 1.00 = ^ _ 2,070 Receptacle 1.0 X 690 x 0.500 Watts/sqft x 3.41 Btuh/Watt x 1.00 = 1,177 Process Llc.00.0 1.0 x 690 x 0.000 Wafts/sgft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: x 1.064 x 690 x ^1000 x 0.5060�x 34 = 2,081] Ai► Sensible Area eding Reigh AC 2 T - Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,551 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 690 X 300 Btuh/occ. / F 1o0 sgft/occ. Receptacle 1.00 X 690 X 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0 Process Lch�-.Mooe 1.00 x 690 X 0.000 Watts/sgft X 3.413 Btuh/WattInfiltration: X _ a,771 x sso X 10.00 X 0.50 / 60� xQAir Laten Area e'r g Refight ACR NOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,7901 EnergyPro By EnergySoft User Number: User Page: 103 of 103 x x x x x x x x x x x x x x x x x x x x DETD 1 24.5 = 88.9 = 24.5 = 24.5 = 24.5 = 28.6 = Page Total Btu/hr 2481 -- 8551 --_- 2271 6821 �5731 2,970 Weighting Factor Btu/hr -- x = x _ x x x Page Total Eo� Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 690 x 1.078 Watts/sqft x 3.413 Btuh[Watt x 1.000 = 2,539 Occupants 1.0 x 690 x 300 Btuh/occ. / 1o0 sgft/occ. x 1.00 = ^ _ 2,070 Receptacle 1.0 X 690 x 0.500 Watts/sqft x 3.41 Btuh/Watt x 1.00 = 1,177 Process Llc.00.0 1.0 x 690 x 0.000 Wafts/sgft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: x 1.064 x 690 x ^1000 x 0.5060�x 34 = 2,081] Ai► Sensible Area eding Reigh AC 2 T - Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,551 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 690 X 300 Btuh/occ. / F 1o0 sgft/occ. Receptacle 1.00 X 690 X 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0 Process Lch�-.Mooe 1.00 x 690 X 0.000 Watts/sgft X 3.413 Btuh/WattInfiltration: X _ a,771 x sso X 10.00 X 0.50 / 60� xQAir Laten Area e'r g Refight ACR NOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,7901 EnergyPro By EnergySoft User Number: User Page: 103 of 103 1 Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621. (714) 523-0952 Fax (714) 523-1369 39-725 Gerand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 May 1, 2006 Project No. 544-581.4 06-05-426 South West Concepts 78-120 Calle Estado, Suitc 206 La Quinta, California 92253 Project: Proposed Plaza Estado Retail Complex SWC Desert Club Drive and Calle Estado La Quinta, California Subject: Foundation Plan Review � Ref: Geotechnical Engineering Report prepared by Sladden Engineering dated November 17, 2005, Project No. 544-5814., Report No. 0,5-11-1103. As requested, we have reviewed the Foundation Plans prepared for the project by Summit Structural Engineering. Based upon our review, it appears that the recommendations included within the referenced geotechnical report have been properly incorporated into these plans. It should be noted that the actual foundation loads are higher than assumed during the preparation of the referenced report. It is our opinion that the increased foundation loading does not warrant revisions to the original report and the recommendations for structure design and remedial grading remain applicable. If you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLAIQDEN ENGINEER Brett L. Anderson Principal Engincer Letter/pc LL Copies: 2/South West Concepts l d ZO IOttZ083 '�N/5E ! l '1S/9r 4 l 9002 Z A�;� (301) HIS -3C OU N30GVlS N08A C'd 6[.OS-0E9 (802) 1sqJaH uiwepuag J29:10 90 92 ReW Sladden Engineering 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 114 S. California Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 15438 Cholaine Road, Suite A, Victorville, CA 92392 (760)962-1868 Fax (760) 962-1878 October 27, 2006 Mr. Rick Trandem c/o Asaro Builders 42-220 Green Way, Suite H Palm Desert, California 92211 Project: Plaza Estado 78-115 Calle Estado La Quinta, California Subject: Report of Observations and Testing During Rough Grading Project No. 522-5814 06-10-1045 ,Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated November 17, 2005, Project No. 544-5814, Report No. 05-11-1103. Summarized in this report are the results of in-place density tests performed within the building pad areas of the Plaza Estado retail complex during rough grading along with pertinent observations. The project site is located at 78-115 Calle Estado in the City of La Quinta, California. The building pad area was overexcavated to a depth of approximately 5 feet below pad grade. The, previously removed soils and fill soils obtained from the cut areas of the project site were placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The rough grading was performed as recommended in the above referenced Geotechnical Investigation report. Observations and field testing was performed on October 23, 25, 26 and 27, 2006. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 12 density tests were performed. The test results are summarized on the attached data sheets. Laboratory. Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. October 27, 2006 -2- Project No. 522-5814 06-10-1045 Footings should extend at least 18 inches beneath lowest adjacent. grade. Isolated square or rectangular footings at least 2 feet square may be designed using an allowable bearing value of 1800 pounds per square foot. Continuous footings at least 12 inches wide'may be designed using an allowable bearing value of 1500 pounds per square foot. Allowable increases 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2500 psf. The allowable bearing pressure may be increased by one-third when considering wind and seismic loads. The lateral forces may be resisted by friction acting along the base of the foundations and passive resistance acting along the sides of foundations. A friction coefficient of 0.42 times the normal dead load forces is recommended for use in design, and may be used with dead load forces only. A passive earth pressure of 250 pounds per square foot per foot of depth may be used for the sides of footings, that are placed against properly compacted native soil. Passive earth pressure should be ignored within the upper 1 -foot except where confined (such as beneath a floor slab). When used in combination, either the passive resistance or the coefficient of friction should be reduced by one-third. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEI AND Brett L. Andersdli\f m� Na. C 45389 y m Principal Engineer U1Exp. 9/30/06 m R Grading/lh s�qT C I V I\- FOF CAL\F�' Copies 4 / Asaro Builders Sladden Engineering October 27, 2006 -3- Project No. 522-5814 06-10-1045 2001 CALIFORNIA BUILDING CODE SEISMIC DESIGN INFORMATION The California Code of Regulations, Title 24 (2001 California Building Code) and 1997 Uniform Building Code, Chapter 16 of this code, contain substantial revisions and additions to earthquake engineering design criteria. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type 1997 UBC San Andreas 12.4 km A San Jacinto 30.2 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sp, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, N,, Factor, N,, C, C,, San Andreas 1.0 1.1 0.44 Na 0.64 N„ San Jacinto 1.0 1.0 0.44 N,, 0.64 N,, Sladden Engineering TEST RESULTS PROJECT NAME: 78-115 Calle Estado LOCATION: La Quinta, California PROJECT NO: 522-5814 REPORT NO: 06-10-1045 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum Density Building Pads 1 10-23-06 Calle Estado 5.0 BPG 105.2 17.7 94 112.0 2 10-23-06 Calle Estado- 3.0 BPG 101.1 17.6 90 112.0 3 10-23-06 Calle Estado . 3.0 BPG 101.2 14.2 90 112.0 4 10-23-06 Calle Estado 5.0 BPG 100.9 9.2 90 112.0 5 10-25-06 Calle Estado 5.0 BPG 100.9 14.7 90 112.0 6 10-25-06 Calle Estado 3.0 BPG 101.1 13.3 90 112.0 7 10-26-06 Calle Estado 1.0 BPG 108.2 14.3 97 112.0 8 10-26-06 Calle Estado 1.0 BPG 104.8 15.3 94 112.0 9 10-26-06 Calle Estado 1.0 BPG 108.2 12.0 97 112.0 10 10-27-06 Calle Estado PG 110.9 12:1 99 112.0 11 10-27-06 Calle Estado PG 107.8 14.1 96 112.0 12 10-27-06 Calle Estado PG 106.5 15.1 95 112.0 BPG - Below Pad Grade PG - Pad Grade DATE: October 27, 2006 Sladden Engineering PHYSICAL & DESIGN DATA PREMIERE SERIES GLASS BLOCK PRODUCTS Pattern Nominal Size' (mm) Weight (Ib/ft') Heat Transmission' Thermal Resistance' Visible Light Shading Sound Solar Heat Gain (Actual size is 1/4" less installed U Value R Value Transmission' Coef s Transmission Coefficient' than nominal) with mortar (Btu/hr ft' *F) (hr ft' "F/Btu) M S.T.C. Standard Premiere Series Block -Nominal Thickness = 4"; Actual Thickness + 3'/r" (98mm) ARGUV 6'x 6" (146mm) 20 0.51 1.96 75 0.65 37 .66-.68' 8"x 8' (197mm) 20 0.51 1.96 75 0.65 39 .66-.68' 12' x 12" (299mm) 20 0.51 1.96 75 0.65 35 .66-.68' ARGUS° Parallel Fluted 8" x 8" (197mm) 20 0.51 1.96 75 0.65 39 .66-.68' DECORA° 6' x 6" (146mm) 20 0.51 1.96 75 0.65 37 .66-.68' 8" x 8" (197mm) 20 0.51 1.96 75 0.65 39 .66-.68' 12' x 12" (299mm) 20 0.51 1.96 75 0.65 35 .66-.68' 4' x 8' (95 x 197mm) 20 0.51 1.96 75 0.65 .66-.68' 6' x 8' (146 x 197mm) 20 0.51 1.96 75 0.65 .66-.68' ESSEX" AA 8" x 8" (197mm) 20 0.51 1.96 50' 0.45" 39 .66-.68' IceScapes° 8" x 8" (197mm) 20 0.51 1.96 75 0.65 39 .66-.68' 4" x 8" (95 x 197mm) 20 0.51 1.96 75 0.65 .66-.68' 6" x 8" (146 x 197mm) 20 0.51 1.96 75 0.65 .66-.68' SPYRA° 8' x 8" (197mm) 20 0.51 1.96 75 0.65 39 .66-.68' VUE® 6"x 6' (146mm) 20 0.51 1.96 75 0.65 37 .66-.68' 8' x 8" (197mm) 20 0.51 1.96. 75 0.65 39 .66-.68' 12" x 12" (299mm) 20 0.51 1.96 75 0.65 35 .66-.68' 4" x 8' (95 x 197mm) 20 0.51 1.96 75 0.65 .66-.68' 6' x 8" (146 z 197mm) 20 0.51 1.96 75 0.65 .66-.68' DECORA' 6" x 6' (146mm) 20 0.48 2.06 50-554 0.45' .56 'U" Filter 8" x 8" (197mm) 20 0.48 2.06 50-554 0.45' 40 .56 12" x 12" (299mm) 20 0.48 2.06 50-554 0.45' .56 Solar Reflective Glass Block SRT Clear 190 mm x 190mm x 95 mm (metric size) 20 0.58 1.72 30 0.55 .40 SRT Wavy 190 mm x 190 mm x 95 mm (metric size) 20 0.57 1.75 30 0.55 .34 THICKSET® Block -Nominal Thickness = 4"; Actual Thickness + 3'/e" (98mm) THICKSET`'60 VUE"=75 Block- 8" x 8" (197mm) 25 0.51 1.96 DECORAm- 0.65 48 .66-.68' DECORA' & VUE° THICKSET* 90 VUE®=10 Block- 6" x 6" (146mm) 30 0.51 1.96 DECORA°=38 0.65 50 .66-.68' DECORAI THICKSET* 90 VUE®=70 Block- 8" x 8" (197mm) 30 0.51 1.96 DECORA"=38 0.65 50 .66-.68' DECORA" & VUE° THICKSET° 90 Block- 8' x 8" (197mm) 30 0.51 1.96 38 0.65 50 .66-.68' ENDURA'" VISTABRIK® Solid Glass Block -See Nominal/Actual Sizes Listed VISTABRIK° 8" x 8" x 3" Nominal 53 Solid Glass 7%" x 1%° x 3" Actual 40 0.87 1.15 80 (NRC= 0.05) .75-.78' Block (194mm x 194mm x 76mm) 3" x 8" x 3" Nominal 3' x 7%a" x 3' Actual 40 0.87 1.15 80 .75-.78' (76mm x 194mm x 76mm) (Paver) 8" x 8' x lh" Nominal 7%s" x 7%s" x 1%i" Actual N/A 0.87 1.15 80 .75-.18' (76mm x 194mm x 38mm) 4" x 8' x 3" Nominal 3%' x 7%" x 3" Actual 40 0.87 1.15 80 .15-38' (92mm x 194mm x 76mm) STIPPLE Finish 8" x 8' z 3" Nominal 53 7%a' x 7%" x 3' Actual 40 0.87 1.15 80 (NRC=0.05) .75-.78' (194mm x 194mm x 76mm) Thinline" Series Block -Nominal Thickness = 3"; Actual Thickness + 3'/i' (79mm) DECORA° 6" x 6" (146mm) 16 0.57 1.75 75 0.65 .66-68' 8" x 8" (197mm) 16 0.57 1.75 75 0.65 316 .66-68' 4' x 8' (95 x 197mm) 16 0.57 1.75 75 0.65 .66-68' 6' x 8" (146 x 197mm) 16 0.57 1.75 75 0.65 .66-68' IceScapes° 6' x 6' (146mm) 16 0.57 1.75 75 0.65 .66-68' 6' x 8" (146 x 197mm) 16 0.57 1.75 75 0.65 .66-68' 8' x 8' (197mm) 16 0.57 1.75 75 0.65 316 .66-68' DELPHIR 6"x 6" (146mm) 16 0.57 1.75 75 0.65 .66-68' 8" x 8' (197mm) 16 0.57 1.75 75 0.65 316 .66-68' 4" x 8" (95 x 197mm) 16 0.57 1.75 75 0.65 .66-68' 6" x 8" (146 x 197mm) 16 0.57 1.75 75 0.65 .66-68' %' FLAT SHEET GLASS COMPARISON (3mm) 1.04 0.96 90 1.00 28 1 Size: Block are manufactured to a x'Ai (2mm) tolerance. 3 Light Transmission: Values s:5%. 5 Shading Coefficient: Based on 8' -sq. units; ratio of heat 6 Sound Transmission: Assembly construction with KWiK'N EZ* 2 Heat TransmissioNrhermal Transmission: LYnter night values. 4 Light Transmission/Shading Coefficient: Estimated figures gain through glass block panels vs. that through a single light Silicone System. To calculate instantaneous heat gain through glass panels, see based on accumulated data. of double -strength sheet glass under specific conditions. T SHGC: Default values as interpreted from International Energy ASHRAE HANDBOOK OF FUNDAMENTALS, 1997. Section 29.26. Conservation Code. INSTALLED PANEL WEIGHT Refer to Table on page 8 for weight of panels installed with mortar. Glass block panels installed with the KWiK'N EZ° Rigid Track Silicone System are up to 25% lighter (weigh 25% less per square foot) than panels installed with mortar. Local building codes should be checked for any limits on panel sizes or installation details. EndBlock'" Finishing Units ��-JF- h .a 3 J8 II 37/87I�I I'- 73/e 53/a - DECORA° & DECORA® & IceScapes° Patterns IceScapes® Patterns 8' High 8' High Premiere Series Premiere Series NON -LOAD BEARING Glass block panels are non -load bearing; adequate provisions must be made for support of construction above these panels. Panels are mortared at the sill, with jamb and head details designed to provide for building movement and lintel deflection. The compressive strength (for information purposes only) of all hollow glass block is 400 to 600 psi.; of all THICKSET® Series Glass Block is 2500 psi.; and of all VISTABRIKO Series is 80,000 psi. THERMAL EXPANSION COEFFICIENT The thermal expansion coefficient of glass block is 47 x 10-7 /ff). DETAILED DRAWINGS Structural members illustrated on page 14 and other "detail" pages indicate principles of construction. Member sizes should be determined by structural analysis to avoid excessive deflections. Maximum deflection should not exceed U600. PREMIERE SERIES AND ThinlineT" SERIES All glass block illustrated are Premiere Series Glass Block, the 4" nominal thick products. Modify as necessary for Thinline- Series, the 3" nominal thick units or VISTABRIK® Solid Glass Block, 3" actual thickness. Pittsburgh Corning recommends that the use of the Thinline"' Series units be limited to light commercial and residential applications. FINISHING UNITS PREMIERE SERIES THINLINE'" SERIES HEBRON" Corner Unit TRIDRON 45" Block® Unit ENCURVE® Finishing Unit ARQUE® Block Unit End8lock'" Finishing Unit 734' 73/Wa I T 73F L t _ i 35/s L' I. I', h3'/a 73/a14r/z _I 31/87 I I a 3'/e � 3'/e33,14 � L 3'/e �- 53/a DECORA® & IceScapes® DECORA® & IceScapes® DECORA® & DECORA® & DECORA° Pattern Patterns Patterns IceScapes® Patterns IceScapes® Patterns 8' High 8' High 8" High 8" Square 8' High Thinline" Series Only Premiere Series Premiere Series Premiere Series Premiere Series GLASS BLOCK BETWEEN MAXIMUM PANEL DIMENSIONS* _ TRIDRON 450 BLOCK® Premiere Series Thinline" series VISTABRIK® I a (in.) s (in.) d (in.) A H W A H W A H W I (Sq.Fl.) (Ft.) (Ft.) (Sq.FL) (FL) (FL) (Sq.Ft.) (FL) (Ft.) s None 4.75 11.45 12.40 l1 - 4" x 8" x 4" 8.75 21.08 22.83 EXTERIOR** 144 20 25 85 10 15 100 10 10 1 -61. x 8" x 4" 10.75 25.90 28.05 INTERIOR 250 20 25 150 10 15 150 10 15 -- A=Area H=Height W=Width 1 -8.. x 8" x 4" 12.75 30.72 33.27 Uniform Building Code (UBC) limits exterior height and width to 15 feet. 1 - 4" x B" x 4" + 1 - B" x 8" x 4" 16.75 40.36 43.71 All exterior areas and dimensions are based on 20 psi design windload with 2.7 safety tactor. 2.8" if B" x 4" 20.75 50.00 54.15 1-4"x8"x4"+2-8"x8"x4" 24.75 59.64 64.59 MORTAR MIX AND ESTIMATING TABLES 3 - 8" x 8" x 4" 28.75 69.28 75.03 An optimum mortar mix for installing Pittsburgh Corning Glass Block is: Portland Cement Lime Sand I Part %x Part 3.4 Parts 1.0 cubic foot 0.5 cubic foot 3.4 cubic feet Columns can be All-TRIORON 45" Block" (left) or interspersed with 4" x 8" or 8" x 8" glass block. NOTE: All mortar joints are 1/40 NUMBER OF BLOCK FOR 100 SQ. FT. PANEL Block Sizes (Nominal) 6" 8" 12' 4" x 8" 6' x 8" Number of Block 400 225 100 450 300 9 PHYSICAL & .DESIGN DATA INSIDE RADIUS MINIMUMS FOR CURVED PANEL CONSTRUCTION k�: a y r II e rvee rr i Intermediate Expansion Joints & Supports WIND LOAD RESISTANCE -MORTAR SYSTEM (Based an Standard Nominal 4° Thick Premiere Series Glass Block. Installed with mortar. Based on 2.7 Safely Factor) a 93ak P ,y/ ARGUE® Block used along with other Pittsburgh Corning Block sizes, allows you to form consistent curves of various radii. Radii shown are to inside face of curve. 10 RADIUS MINIMUMS u I FOR CURVED PANEL CONSTRUCTION VISTABRIKO 120 flat glass sing � lx.. l(1). MP" d separated from flat areas by s Block Inside Number Vertical Joint Thickness intermediate expansion joints and N Radius of Blocks In Inches Intermediate Expansion Joints & Supports� o a Inches Curved Inside Outside -- _ o 32 13 J 1/8 2. When straight, ladder -type reinforcing 40 is used on curved walls, the innermost 6e x 6" 481% lf / L >< � . a 93ak P ,y/ ARGUE® Block used along with other Pittsburgh Corning Block sizes, allows you to form consistent curves of various radii. Radii shown are to inside face of curve. 10 RADIUS MINIMUMS NOTES: FOR CURVED PANEL CONSTRUCTION VISTABRIKO 1. suggested that curved areas be flat glass sing � LrJ, l(1). MP" d separated from flat areas by s Block Inside Number Vertical Joint Thickness intermediate expansion joints and Size Radius of Blocks In Inches supports, as indicated in these Inches in 9De Arc Inside Outside drawings. 4° x 8° 32 13 'A 1/8 2. When straight, ladder -type reinforcing is used on curved walls, the innermost 6e x 6" 481% 13 'A 5/8 parallel wire may be cut periodically 8° x 8" 65 13 'A 5A and bent to accommodate the 12° x 12° 98%2 13 'A 1/8 curvature of the wall. a 93ak P ,y/ ARGUE® Block used along with other Pittsburgh Corning Block sizes, allows you to form consistent curves of various radii. Radii shown are to inside face of curve. 10 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 Area of Panel in Sq. Ft. 160 Iy 140 Q N 120 N c 0 100 a c 80 0 J 60 c_ 3 40 X 20 0' 0 10 20 30 40 50 60 70 80 90 100 Area of Panel in Sq. Ft: WIND LOAD RESISTANCE - KWiK'N EZ® SYSTEM (Based on Standard Nominal 4° Thick Premiere Series Glass Block Installed with N1N(K'N EI° Silicone System). Based on 2.0 Safety Factor. RESISTANCE TO SURFACE CONDENSATION Outside Temperature in Degrees (eF) -30.00 -20.00 -10.00 0.00 10.00 20.00 80.00 v E 60.00 y 1 z 40.00 f � c e 20.00 o* 0 30.00 40.00 71---- VISTABRIKO flat glass sing � LrJ, l(1). MP" d �-- /Mm. --_-=m WM'W= 4'x4' 2078 40 111 60 135 Bo 100 120192 156 175 1411 160 207 221 S,gFA, P - 0.00327V' 4'xg '•YF 5 0, gcT�R2� 6'x'12-'*'-' 10'x!0 7'4'x7'4' �•, lrxlr 11x20' 16'x16' VISTABRIO&TNINLINE'• S.F.=2.7 Series... 10'x10' - _,� _ 0 0 20 40 60 80 100 120 140 160 180 200 220 240 260 Area of Panel in Sq. Ft. 160 Iy 140 Q N 120 N c 0 100 a c 80 0 J 60 c_ 3 40 X 20 0' 0 10 20 30 40 50 60 70 80 90 100 Area of Panel in Sq. Ft: WIND LOAD RESISTANCE - KWiK'N EZ® SYSTEM (Based on Standard Nominal 4° Thick Premiere Series Glass Block Installed with N1N(K'N EI° Silicone System). Based on 2.0 Safety Factor. RESISTANCE TO SURFACE CONDENSATION Outside Temperature in Degrees (eF) -30.00 -20.00 -10.00 0.00 10.00 20.00 80.00 v E 60.00 y 1 z 40.00 f � c e 20.00 o* 0 30.00 40.00 71---- VISTABRIKO flat glass sing � -44--I �-- /Mm. --_-=m WM'W= 0.00 - - - Example: At a relative humidity of 40%, an outside temperature of approximately -3 eF will cause condensation on Premiere Series Glass Block or approximately 3 eF above zero on Thinline" Series block. Under the same conditions, condensation will form on a single -glazed flat glass window at 34'F above zero. FIRE RATINGS FIRE RATINGS AND. CODE INFORMATION All sizes (exceptions listed below) of Premiere Series and Thinline"'s' Series glass blocks have at least a 45 minute fire rating when used as a window assembly within a one hour fire -rated wall assembly. All THICKSETs 90 (thick -faced) and solid glass blocks have fire ratings of up to 90 minutes, and the THICKSET 60 and ESSEX' AA Pattern glass blocks have fire . ratings of up to 60 minutes, when used as window assemblies and when permitted by code. Pittsburgh Corning Glass Block units that are not fire -rated: • All 12" x 12" sizes • All DELPHI°, pattern block • All HEDRON' Corner block, TRIDRON 45° Block' units, EndBlock®, ENCURVE® and ARQUE* finishing units • All paver units • VISTABRIK@ Corner Block PANEL SIZES AND DIMENSION LIMITATIONS Pittsburgh Corning Glass Block listed above have been tested and classified by Underwriters Laboratories® (UL®) for use as fire -rated window assemblies to panel sizes and dimension limitations listed below: • With the exception of all 12" x 12" sizes, finishing blocks, corner blocks and the DELPHI® pattern block, all Premiere Series and Thinline'" Series glass blocks in panels up to 120 square feet in masonry walls or 94 square feet in non -masonry walls are classified by Underwriters Laboratories, for use as 45 -minute rated window assemblies. • The Uniform Building Code (U.B.C.) limits the area of 45 -minute rated window assemblies to 84 square feet, with no dimension exceeding 12 feet. These panels are usually acceptable as window assemblies for use in fire separationwalls that are rated one hour or less. • THICKSET 60 Block are listed for use as 45- or 60 -minute fire rated window assemblies in panels up to 100 square feet. • THICKSET® 90 Block and VISTABRIK® Solid Glass Block are all listed for use.as 45-, 60- or 90 -minute fire rated window assemblies in panels up to 100 square feet. • Where permitted by building codes, glass block fire -rated window assemblies having a fire resistance rating of not less than 45 minutes may be used as "opening protectives." These assemblies shall not exceed 25% of the wall areas separating a tenancy from a corridor or a corridor from an enclosed vertical opening or one fire -rated area from another fire - rated area. • Exception: Although glass block masonry systems have been tested as -window assemblies (not wall assemblies), they may be used as one hour fire partitions as required for corridors in the enclosure of atriums only when sprinkler protection is provided on occupied sides. 45- AND 60 -MINUTE RATED CONSTRUCTION • All 45- and 60 -minute rated Pittsburgh Corning Glass Block may be used in both masonry and non -masonry (steel or wood stud framing with gypsum board) walls. • These rated glass block windows may be framed and anchored with either PC® Panel Anchor construction or channel -type restraints. • The use of a fire retardant type sealant for head and jamb locations is required. • Specifications and construction details for such panels are as per Pittsburgh Corning Corporation recommendations. • Non -masonry, fire -rated steel stud with gypsum board wall assemblies must conform to ULa listed wall assembly #U465. • Framing and support of the rated glass block window assembly shall be provided with double -studding at the jamb locations with height of supporting wall limited to no more than 3 feet. 90 -MINUTE RATED CONSTRUCTION • Where permitted by building codes, all 90 -minute rated Pittsburgh Corning Glass Block may be used in masonry walls only. • 90 -minute rated glass block window assemblies must be framed and anchored with'/," thick steel (not aluminum) channel -type restraints or masonry chases. The use of panel anchor construction is not permitted. • The use of a fire retardant type sealant for head and jamb locations is required. • Specifications and construction details of such panels are as per Pittsburgh Corning Corporation recommendations. • Twice the typical thickness ('/4" total) of expansion material is required at head and jamb locations. 45 -MINUTE RATED CURVED CONSTRUCTION • The glass blocks noted under 90 -minute rating and those 8" x 8" x 4" sized glass block noted under 45 -minute rating are classified for use in masonry walls as curved window assemblies, provided that the radius of the assembly is at least twice the opening width (i.e. chord length). CODE COMPLIANCE All of our fire -rated glass block products are listed in the Underwriters Laboratories current issue of the Fire Resistance Directory — Volume 3. A listing of our products can also be viewed on the Underwriters Laboratories Website at www.ul.com. • U.L. Classification: R2556 (For Glass Block) • Underwriters Laboratories of Canada Guide Number 23017 (For Glass Block) • U.L. Classification: R18572 (For Plastic Spacers) • In accordance with NFPA 80, Chapter 14 CITY CODE APPROVALS • New York City Materials and Equipment Acceptance MEA 406- 90-M. VoLIV • Los Angeles Research Report RR -24486 • Eugene, OR, "Approved Glass Products, Storm Windows, and Insulated Window Units" • Dade County Acceptance • State of Florida Approvals • Texas Department of Insurance WIN #s 62, 63, and 64 BUILDING CODE AND NATIONAL STANDARDS REFERENCES: • The BOCA National Building Code (N.B.C.) • The Standard Building Code (SBCCI) • The Uniform Building Code (U.B.C.) • International Building Code (IBC) • Canadian Standards Association (CSA) A371-94 "Masonry Construction for Buildings" • Canadian Standards Association (CSA) 5304.1-94 "Masonry Design for Buildings.' • ACI 530/ASCE 51TMS 4.02 "Building Code Requirements for Masonry Structures" • ISO 9001:2000 Certification: Manufacture test and distribution of Pittsburgh Corning Glass Block products. FIRE RATINGS - GLASS BLOCK ASSEMBLIES Premiere Series Glass Blocks, THICKSET' 60 Blocks, THICKSET1,90 Blocks and VISTABRIV Solid Glass Block units have been tested and classified by Underwriters Laboratories (ULA) for use in fire -rated window assemblies to panel sizes and dimension limitations as listed. Masonry Wall Construction Non -Masonry Wall Construction Panel Limitations ; Fire Rating Panel Limitations i Fire Rating Product Max.Area/Panel Max Ht. or Width 45 Min. 60 Min 90 Min. Max.Area/Panel Max Ht. or Width 45 Min. 60 Min. Premiere Series 120 12 X 94 10.75 X THICKSET" 60 and 100 10 X X 94 10.75 X X ESSEX® AA Pattern THICKSET® 90 100 10 X X X. 94 10.75 X X' VISTABRIK® 100 10 X X X. 94 10.75 X X •'/. steel channel. 3W thick expansion material at head and iambs. and fire retardant sealant are required. 11 ACCESSORIES PANEL CONSTRUCTION USING VeriTru® SPACERS The one-piece, all plastic VeriTru® Spacer speeds construction, assures uniform placement and helps keep panel WdT.-SPACER flush. Can now be used in fire - rated panels. Special spacers are PI I-r«ku�u� available for the VISTABRIK®a and ARQUE® Block. Fc�EmANsroX STpiP PCe PANELANCXOa PCPANELNEniFOaGNG aTAa ' PC® PANEL REINFORCING, PANEL ANCHORS & EXPANSION STRIPS - _—-- PC® Panel Reinforcing (top) — in panels — is embedded horizontally in the mortar joints between every other course. PC® Panel Anchors (middle) are used to tie Pittsburgh Corning Glass Block panels into the surrounding framework when channels are not used. PC® Expansion Strips (bottom), made of white polyethylene, are inserted at the head and jambs. The strips replace mortar at these locations to cushion the glass block and allow the panel to expand and contract freely. THE KWiK'N EZ® RIGID TRACKSILICONE SYSTEMThe KWiK'N EZ® Rigid Track spacerdesign system allows you to easily install glass block in many areas. Precision cutvertical spacers combine with the horizontal spacers to make installing your Pittsburgh Corning Glass Block panel quicker and easier than ever before. Rigid Track spacers are available for use with either Thinline'" Series or Premiere Series Glass Block. OTHER ACCESSORIES Additional materials — such as mortar, channels or framing, packing, sealants and asphalt emulsion are available from other manufacturers. ProVantageTM INSTALLATION SYSTEM Unlike previous systems using silicone and spacers, the new ProVantage– Installation System for use with Premiere Series glass blocks, can turn corners, make radius walls, build showers and is suitable for interior or exterior applications. The system utilizes spacers to align and hold the blocks in place for easy assembly, and silicone is used to bond the spacer and blocks together. The consistent, even -spaced joints are then finished with a special the grout resulting in a clean, smooth professional look. For smaller straight wall panels, with 3 -side support, silicone can be used in the joints to provide an all -glass look. 12 Please go to www.pittsburghCornjng.Com for fully downloadable specifications: TYPICAL CONSTRUCTION DETAILS PANEL ANCHOR CONSTRUCTION Lintel Plate Expansion Strip Lintel Plate Sealant SEE NOTE , Expansion Strip � Panel Anchor Pittsburgh Corning Class Block Unit NOTE: This dimension is determined by the anticipated deflection of the structural member above the glass black. Panel Reinforcing Pittsburgh Corning Class Block Unit r CHANNEL -TYPE RESTRAINT CONSTRUCTION Angle Fastener Channel 4 y,'-4 yi Clear Opening Sealant t Fastener Packing , Expansion Strip Material - Metal Channel Sealant Pittsburgh Corning e Glass Block Unit Channel � i Restraint Detail Metal Channel Sealant Expansion Strip Channel Fastener Wall framing shown here for illustrative purposes a only. Wall framing can be concrete, masonry, wood, steel or any other structural surround. Angle Fastener Sealant Lintel Plate Metal Angle Expansion Strip 4'/,'4'/i Clear Opening Expansion Strip Lintel Plate Metal Angle SEE NOTE 1' Min. Pittsburgh Corning Ing1e Class Block Unit Restraint Detail NOTE: This dimension is determined by the anticipated deflection of the structural member above the glass block. Panel Reinforcing Pittsburgh Corning Glass Block Unit Mortar Panel Reinforcing Mortar Asphalt Emulsion GLOSSARY OF TERMS (Detail Drawings pages 12-1e) BLDG — Building CONC — Concrete CMU — Concrete Masonry Unit (concrete block) EIFS — Exterior Insulation Finishing System CONT STL — Continuous Steel EXT — Exterior (used to reinforce wall) HEAD — Top of Panel ELEV — Elevation (side view of building) HORIZ — Horizontal GYP BO —Gypsum Board JAMB — Side of Panel HM — Hollow Metal (door frame) PLAN — View of Building from above, typically INT — Interior the floor MAX HT— Maximum Height (for Pittsburgh STL — Steel Corning Glass Block panel 20ft./6m) WO —Wood SILL — Bottom of Panel Materials shown other than glass block are TYP —Typical (detail) for illustration purposes only as examples of CLG — Ceiling typical construction details. DETAILS CAN BE DOWNLOADED AS .DWG OR .DXF FILES FROM OUR WEBSITE BRICK VENEER AIR SPACE BLDG PAPER EXT GRADE SHEATHING Jamb STLCHANNEL SEALANT & BACKER (TYP) PITTSBURGH CORNING GLASS BLOCK UNIT 4'/.'to 4'h' clear o?eningg for Premiere Series (3 h') thick glass black EXPANSION STRIP HORIZ PANEL REINFORCING SEALANT AT LINER (TYP) CHANNEL - WELD TO TUBE STL TUBE STL STUD FRAMING INSULATION INT FINISH (PCD 062) Jamb — Glass Block in Steel Stud Wall with Brick Veneer www.piiisourgncorning.com/arcnitecisispecueiaiis.asp EIFS EXT GRADE SHEATHING ■��Y riY PANEL ANCHOR■ r l`�PITTSBURGH CORNINGGLASS BLOCK UNIT ead *1 HORIZ PANEL REINFORCING EXPANSION STRIP SOLID BLOCKING STL TUBE STL STUD FRAMING INSULATION INT FINISH i !I i ......,..... L_�— oouu■■u ■■■■■■■■■■■■ etvuouo■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ 1 s — Glass Block in Steel Stud Wall with Synthetic Plaster Finish TYPICAL SILL DETAILS (Exterior Openings) PITTSBURGH CORNING 11 EIFS .111 1-- . .._.. ___.. _..r .....r. EXT GRADE SHEATHING I . STL STUD FRAMING INSULATION BLDG PAPER STL TUBE 0 0 EXT GRADE SHEATHING SOLID BLOCKING INT FINISH r SEALANT (TYP) C a EXPANSION STRIP w'^ - INSULATION PANEL ANCHOR ._.... STL TUBE o GLASS BLOCK UN TING (PCD 031) Head — Glass Block in Steel Stud Wall with Synthetic Plaster Finish EXT GRADE SHEATHING ■��Y riY PANEL ANCHOR■ r l`�PITTSBURGH CORNINGGLASS BLOCK UNIT ead *1 HORIZ PANEL REINFORCING EXPANSION STRIP SOLID BLOCKING STL TUBE STL STUD FRAMING INSULATION INT FINISH i !I i ......,..... L_�— oouu■■u ■■■■■■■■■■■■ etvuouo■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ 1 s — Glass Block in Steel Stud Wall with Synthetic Plaster Finish TYPICAL SILL DETAILS (Exterior Openings) PITTSBURGH CORNING 11 t I MORTAR ASPHALT EMULSION STOOL INT FINISH METAL FLASHING STL TUBE ,tt.l, .,.,_ — STL STUD FRAMING (PCD 063) Sill — Glass Block in Steel Stud Wall with Brick Veneer EIFS METAL FLASHING PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION STOOL SOLID BLOCKING STL TUBE EXT GRADE SHEATHING INT FINISH STL STUD FRAMING (PCD 033) Sill— Glass Block in Steel Stud Wall with Synthetic Plaster Finish Please go to www.pittsburghcorning.com for fully downloadable specifications. 13 .111 1-- BRICK VENEER I . AIR SPACE I' BLDG PAPER 0 0 EXT GRADE SHEATHING METAL FLASHING (STRIPPED IN) r — STL STUD FRAMING 1 — INSULATION STL TUBE INT FINISH WEEP STL LINTEL L CHANNEL - WELD TO TUBE 'SEALANT AT LINER (TYP) SEE NOTE r I — STL CHANNEL = SEALANT & BACKER (TYP) EXPANSION STRIP PITTSBURGH CORNING GLASSS BLOCK UNIT _ I 4'/: to 4'h' clear a�enin� for Premiere Series (3 /a thick glass Mock NOTE: This dimension is determined by the anticipated deflection of the structural member above.the glass block. (PCD 061) Head — Glass Block in Steel Stud Wall with Brick Veneer t I MORTAR ASPHALT EMULSION STOOL INT FINISH METAL FLASHING STL TUBE ,tt.l, .,.,_ — STL STUD FRAMING (PCD 063) Sill — Glass Block in Steel Stud Wall with Brick Veneer EIFS METAL FLASHING PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION STOOL SOLID BLOCKING STL TUBE EXT GRADE SHEATHING INT FINISH STL STUD FRAMING (PCD 033) Sill— Glass Block in Steel Stud Wall with Synthetic Plaster Finish Please go to www.pittsburghcorning.com for fully downloadable specifications. 13 TYPICAL CONSTRUCTION DETAILS .:1HUM wa. aua.au.ww w..a......ua....w......u..a..0a 11"N..a a....a. .... :00Hu.afo: aaRuUM. wwaaa.Ruaaa... ■tunouou 1UHH oto s INHH M: touutouu utolotouu uuuuuu t 000u6110:0u0M uuuuuu utouutoto ■uu■uuuutu■ totouuaua SEALANT & BACKER (TYP) FASTEN TIE STRUCTURAL MEMBER (PCD 132A) Intermediate Vertical Support in Multiple Horizontal Panels CROSSBAR WELDED TO TOP OF STEEL PLATE — SEALANT `L1PANEL REINFORCING i�/ EXPANSION STRIP STEEL PLATE PANEL ANCHORS ATTACHED TO STL PLATE See Note (Drawing PCD 061) PAGE 13 Vu CLEARANCE ALL STEEL AROUND STEEL PLATE PLATE Stiffener should mount to sill. Allow 'As clearance for stiffener and channel. Use for design concept only. NOTE Expansion material and panel anchors to be provided on both sides of the steel plate. dye NOTE: Panels with an expansion joint stiffener tncorpom0ng a vertical hidden plate should be limited to a maximum 30' in height (PCD 1328) Intermediate Support in Multiple Horizontal Panels STEEL PLATE EXPANSION STRIPS EXPANSION STRIP SEALANT PACKING PANEL ANCHOR ,h--YI cPANEL 4 REINFORCING PANEL SEALANT SEALANT PACKING REINFORCING (PCD 132C & D) Intermediate Support in Multiple Horizontal Panels 14 Please go to www.pittsburghcorning.com for fully downloadable specifications. TYPICAL SHELF ANGLE DE Is HE ............ ............ ............ uauuto.tta uuuuau■ ■a.a..a.a.a■ tuaauaoua ............ uaa.uaau■ ■aaa..aa.aa■ ■a.a.wwaa.a■ utouatou■ ■a...wa.aaaa .a..a.a.aaa. ............ .....MOSM. ■.a...aaaaa■ uuuuuu iii: 10 00 ■a.a..aa.Now MORTAR ASPHALT EMULSION SEALANT STL MULLION EXPANSION STRIP SEALANT & BACKER (TYP) PITTSBURGH CORNING GLASS BLOCK UNIT (PCD 128) Intermediate Horizontal Support in Multiple Vertical Panels SEALANT MORTAR ASPHALT EMULSION STL MULLION EXPANSION STRIP SEALANT & BACKER (TVP) PANEL ANCHOR PITTSBURGH CORNING GLASS BLOCK UNIT (PCD 129) Intermediate Horizontal Support in Multiple Vertical Panels PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION STL BAR LINTEL HM DOOR HEAD CONT STL BAR - SECURE TO STRUCTURE ABOVE t I PLAN (JOINT ABOVE JAMB) (PCD 153) Head — Hollow Metal Door Frame at Glass Block HM DOOR & JAMB JAMB ANCHOR - SECURE TO STL BAR STL BAR - SECURE TO STRUCTURE ABOVE PANEL ANCHOR PITTSBURGH CORNING GLASS BLOCK UNIT HORIZ PANEL REINFORCING EXPANSION STRIP SEALANT (TVP) (PCD 154) Jamb — Hollow Metal Door Frame at Glass Block ■ouuuu■ ■ououo■ ■■■■■■■■■■■■ uouuuu ■■■■■■■■■■■■ uuuuuu u..ofo.0 uuo■ouf uuo.uu■ ■■......■foo uuuuuu ■■■■■■■■■■■■ uuuuuu ■■■■■■■■■■■■ ■ff■■.■■fff■ ■oo■■.f'noo■■ ou■MM: ■000f..foou■ fu■ onno'noun■■aouu. o■oo■■o"■■■ uuoouu ■■■foo■■■.■■ ■oo■■■■■■f■■ ■of■o■o■o.■■ MORTAR ASPHALT EMULSION SEALANT STL MULLION EXPANSION STRIP SEALANT & BACKER (TYP) VISTABRIK• j .--. SOLID GLASS BLOCK (PCD 130) Intermediate Horizontal Support in Multiple Vertical Panels SEALANT MORTAR ASPHALT EMULSION STL MULLION EXPANSION STRIP SEALANT & BACKER (TYP) PANEL ANCHOR VISTABRIK" SOLID GLASS BLOCK (PCD 131) Intermediate Horizontal Support in Multiple Vertical Panels EXT FINISH —� CMU, CONCRETE OR OTHER MASONRY L---1 INCH MIN FIRE RETARDANT TYPE SEALANT & BACKER (TYP) PITTSBURGH CORNING GLASS BLOCK UNIT FILL SPACE W/EXPANSION STRIPS HORIZ PANEL REINFORCING STL L 2 X 2 X 1/4 (TYP) I I ANCHOR BOLT (TYP) (!--- INT FINISH -----------"I ------------ (PCD 005) Jamb — 90 Minute Fire Rated Glass Block in CMU Wall PRECAST CONC SILL PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION . -p-_____ ---------- _______ D INT FINISH (PCD 006) Sill — 90 Minute Fire Rated Glass Block in CMU Wall SEALANT .EXPANSION STRIP VISTABRIK• SOLID GLASS BLOCK HORIZ PANEL REINFORCING 3/16 INCH TRIANGULAR GALVANIZED ANCHOR OR EQUAL (16.O.C. MAX) SEALANT & BACKER (TVP) FASTEN TIE STRUCTURAL MEMBER (PCD 133) Intermediate Vertical Support in Multiple Horizontal Panels EXT FINISH z UL- DESIGN NO. U465 o _ METAL STUD FRAMING (OR WOOD STUD) WW I GYPSUM BOARD II CMU LINTEL BLOCK w d I 3 a I L INT FINISH on I L I I I ANCHOR BOLT (TYP) PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK® SOLID STL L 2 X 2 X 1/4 (TYP) r-f•—F— (PCD 159) Head — 45 & 60 Minute Fire Rated I_ _ _ _ _ _ _ FILL SPACE W/ EXPANSION STRIPS FIRE RETARDANT TYPE S SEALANT & BACKER (TYP) x PITTSBURGH CORNING GLASS BLOCK UNIT (PCD 004) Head — 90 Minute Fire Rated Glass Black in CMU Wall EXT FINISH —� CMU, CONCRETE OR OTHER MASONRY L---1 INCH MIN FIRE RETARDANT TYPE SEALANT & BACKER (TYP) PITTSBURGH CORNING GLASS BLOCK UNIT FILL SPACE W/EXPANSION STRIPS HORIZ PANEL REINFORCING STL L 2 X 2 X 1/4 (TYP) I I ANCHOR BOLT (TYP) (!--- INT FINISH -----------"I ------------ (PCD 005) Jamb — 90 Minute Fire Rated Glass Block in CMU Wall PRECAST CONC SILL PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION . -p-_____ ---------- _______ D INT FINISH (PCD 006) Sill — 90 Minute Fire Rated Glass Block in CMU Wall SEALANT .EXPANSION STRIP VISTABRIK• SOLID GLASS BLOCK HORIZ PANEL REINFORCING 3/16 INCH TRIANGULAR GALVANIZED ANCHOR OR EQUAL (16.O.C. MAX) SEALANT & BACKER (TVP) FASTEN TIE STRUCTURAL MEMBER (PCD 133) Intermediate Vertical Support in Multiple Horizontal Panels WALL CONFORMING TO UL- DESIGN NO. U465 GYPSUM BOARD METAL STUD FRAMING (OR WOOD STUD) FIRE RETARDANT TYPE SEALANT PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK- SOLID GLASS BLOCK UNIT PANEL ANCHOR PANEL REINFORCING EXPANSION STRIP (PCD 160) Jamb — 45 & 60 Minute Fire Rated Glass Block Panel PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK- SOLID GLASS BLOCK UNIT MORTAR ASPHALT EMULSION sm METAL STUD FRAMING (OR WOOD STUD) GYPSUM BOARD WALL CONFORMING TO UL- DESIGN NO. U465 (PCD 161) Sill — 45'& 60 Minute Fire Rated Glass Block Panel W Y Please go to WWW. Pittsbffrghcorn ing.cOln for fully downloadable specifications. 15 WALL CONFORMING TO UL- DESIGN NO. U465 — METAL STUD FRAMING (OR WOOD STUD) GYPSUM BOARD FIRE RETARDANT TYPE SEALANT 3 a EXPANSION STRIP ivy J PANEL ANCHOR c PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK® SOLID GLASS BLOCK UNIT (PCD 159) Head — 45 & 60 Minute Fire Rated Glass Block Panel WALL CONFORMING TO UL- DESIGN NO. U465 GYPSUM BOARD METAL STUD FRAMING (OR WOOD STUD) FIRE RETARDANT TYPE SEALANT PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK- SOLID GLASS BLOCK UNIT PANEL ANCHOR PANEL REINFORCING EXPANSION STRIP (PCD 160) Jamb — 45 & 60 Minute Fire Rated Glass Block Panel PITTSBURGH CORNING PREMIERE SERIES THICKSET- BLOCK OR VISTABRIK- SOLID GLASS BLOCK UNIT MORTAR ASPHALT EMULSION sm METAL STUD FRAMING (OR WOOD STUD) GYPSUM BOARD WALL CONFORMING TO UL- DESIGN NO. U465 (PCD 161) Sill — 45'& 60 Minute Fire Rated Glass Block Panel W Y Please go to WWW. Pittsbffrghcorn ing.cOln for fully downloadable specifications. 15 TYPICAL CONSTRUCTION DETAILS DEF TISTABRIV' SOLID GLASS BLOCK DETAILS EXT FINISH BRICK CMU LINTEL BLOCK AIR SPACE INT FINISH SEALANT (TTP) W,<M1 --- SEALANT (TYP)„'_ VISTABRIK• SOLID GLASS BLOCK EXPANSION STRIP PANEL ANCHOR PANEL ANCHOR ”--} HORIZ PANEL REINFORCING VISTABRIK• SOLID GLASS BLOCK } (PCD 037) Head — Solid Glass Block in CMU Wall EXT FINISH CMU SEALANT (TYP) VISTABRIK• SOLID GLASS BLOCK PANEL ANCHOR HORIZ PANEL REINFORCING EXPANSION STRIP INT FINISH (PCD 038) Jamb — Solid Glass Block in CMU Wall PRECAST CONC SILL VISTABRIK• SOLID GLASS BLOCK MORTAR ASPHALT EMULSION P Q INT FINISH p P . (PCD 039) Sill — Solid Glass Block in CMU Wall WEEP BRICK DEFLI AIR SPACE METAL FLASHING CMU LINTEL BLOCK INT FINISH LOOSE LAID LINTEL L r� SEALANT (TYP) LECTION EXPANSION STRIP SPACE PANEL ANCHOR -.- -..._. VISTABRIK• SOLID GLASS BLOCK (PCD 040) Head — Solid Glass Block in Brick Masonry Cavity Wall EXPANSION STRIP CMU INT FINISH (PCD 041) Jamb — Solid Glass Block in Brick Masonry Cavity Wall PRECAST CONC SILL VISTABRIK• SOLID GLASS BLOCK MORTAR ASPHALT EMULSION ----- --------___ INT FINISH p v v HORIZ REINFORCING (PCD 042) Sill — Solid Glass Block in Brick Masonry Cavity Wall BRICK VENEER AIR SPACE BLDG PAPER EXT GRADE SHEATHING METAL FLASHING (STRIPPED IN) STL STUD FRAMING INSULATION STL TUBE INT FINISH WEEP STL LINTEL L CHANNEL - WELD TO TUBE SEALANT (TYP) EXPANSION STRIP PANEL ANCHOR VISTABRIK• SOLID GLASS BLOCK (PCD 043) Head — Solid Glass Block in Steel Stud Wall with Brick Veneer BRICK VENEER AIR SPACE BLDG PAPER EXT GRADE SHEATHING SEALANT (TYP) VISTABRIK• SOLID GLASS BLOCK PANEL ANCHOR HORIZ PANEL REINFORCING EXPANSION STRIP CHANNEL- WELD TO TUBE STL TUBE STL STUD FRAMING INSULATION INT FINISH (PCD 044) Jamb — Solid Glass Block in Steel Stud Wall with Brick Veneer 16 Please go to www.pittsburghcorning.com for fully downloadable specifications. — PRECAST CONC SILL — SECURE TO TUBE VISTABRIK• SOLID GLASS BLOCK MORTAR ASPHALT EMULSION STOOL INT FINISH METAL FLASHING STL TUBE STL STUD FRAMING (PCD 045) Sill — Solid Glass Block in Steel Stud Wall with Brick Veneer EIFS EXT GRADE SHEATHING STL STUD FRAMING INSULATION STL TUBE SOLID BLOCKING INT FINISH r SEALANT MP) DEFLECTION EXPANSION STRIP SPACE PANEL ANCHOR _. _ _.... VISTABRIK• SOLID GLASS BLOCK (PCD 049) Head — Solid Glass Block in Steel Stud Wall with Synthetic Plaster Finish EIFS EXT GRADE SHEATHING SEALANT (TYP) VISTABRIK• SOLID GLASS BLOCK PANEL ANCHOR HORIZ PANEL REINFORCING EXPANSION STRIP SOLID BLOCKING STL TUBE STL STUD FRAMING ' INSULATION INT FINISH (PCD 050) Jamb — Solid Glass Block in Steel Stud Wall with Synthetic Plaster Finish EIFS METAL FLASHING VISTABRIK= SOLID GLASS BLOCK MORTAR ASPHALT EMULSION STOOL SOLID BLOCKING STL TUBE EXT GRADE SHEATHING INT FINISH STL STUD FRAMING (PCD 051) Sill — Solid Glass Block in Steel Stud Wall with Synthetic Plaster Finish MISCELLANEOUS INTERIOR DETAILS 0 STL BRACE -SECURE TO STRUCTURE ABOVE WW 9 5 �L F e SUSPENDED CLG SYSTEM SEALANT (TYP) i EXPANSION STRIP PANEL ANCHOR ) PITTSBURGH CORNING GLASS BLOCK UNIT (PCD 148) Head — Glass Block in Suspended Ceiling METAL STUD FRAMING GYP BD SOLID BLOCKING r SEALANT (TYP) oa EXPANSION STRIP W N PANEL ANCHOR PITTSBURGH CORNING LASS BLOCK UNIT G (PCD 149) Head — Glass Block in Partition GYP BD METAL STUD FRAMING SOLID BLOCKING SEALANT (TYP) )- PITTSBURGH CORNING GLASS BLOCK UNIT j PANEL ANCHOR i HORIZ PANEL REINFORCING EXPANSION STRIP (PCD 150) Jamb —.Glass Block in Partition METAL STUD (TYP) GYP BD SEALANT (TYP) PITTSBURGH CORNING eie_ a J� GLASS BLOCK UNIT PANEL ANCHOR HORIZ PANEL REINFORCING EXPANSION STRIP SOLID BLOCKING (PCD 151) Jamb — Glass Block Perpendicular to Partition PITTSBURGH CORNING GLASS BLOCK UNIT MORTAR ASPHALT EMULSION .. p SURFACE FINISH 4' CONC SILL FLOOR FINISH v, (PCD 241) Sill — Interior Concrete Floor Slab _� _ Please go to WWW.pittsburghcorning.conf for fully downloadable specifications. 17 �TYPICAL CONSTRUCTION DETAILS '. PITTSBURGH CORNING GLASS BLOCK UNIT ' HORIZ PANEL REINFORCING MORTAR TRIDRON 45* BLOCK- UNIT (PCD 157) TRIDRON 45° Block® Unit — Plan PERIODICALLY CUT THE INNERMOST — _ PARALLEL NG TO BEND ACCOMMHE ODATE _ REINFORCING TO ACCOMMODATE i F THE CURVATURE OF THE WALL. b B%. 1 / 11 11 I/ 16'R '11 I (PCD 158) ARQUEO Block Unit — Plan � II 11 II IF I I 11 II it II II ARQUE- BLOCK UNIT PITTSBURGH CORNING GLASS BLOCK UNIT HORIZ PANEL REINFORCING I I t 18 Please go to WWW.pittSbul gheorningaom for fully downloadable speciiications. PREMIERE DETAILS I SI —N MORTAR = 3 h' 11 II _� PITTSBURGH CORNING f ��• GLASS BLOCK UNIT II • HEORON-CORNER BLOCK II II II I HORIZ PANEL ' II II REINFORCING p PITTSBURGH CORNING u......... GLASS BLOCK UNIT 37k'—"I (PCD 155) Glass Block at Corner — Plan PITTSBURGH CORNING ` GLASS BLOCK UNIT ENOBLOCK" OR ENCURVE-UNIT { �73/.' HORIZ PANEL REINFORCING _A:_= 1 -4=i - I 3'/.' I ,yy ; I MORTAR (PCD 156) EndBlock" or Ij ENCURVE® Finishing Block — Plan PITTSBURGH CORNING GLASS BLOCK UNIT ' HORIZ PANEL REINFORCING MORTAR TRIDRON 45* BLOCK- UNIT (PCD 157) TRIDRON 45° Block® Unit — Plan PERIODICALLY CUT THE INNERMOST — _ PARALLEL NG TO BEND ACCOMMHE ODATE _ REINFORCING TO ACCOMMODATE i F THE CURVATURE OF THE WALL. b B%. 1 / 11 11 I/ 16'R '11 I (PCD 158) ARQUEO Block Unit — Plan � II 11 II IF I I 11 II it II II ARQUE- BLOCK UNIT PITTSBURGH CORNING GLASS BLOCK UNIT HORIZ PANEL REINFORCING I I t 18 Please go to WWW.pittSbul gheorningaom for fully downloadable speciiications. KCFO.'R2556 - Glass Blocks KC)U.R.2556 Glass Blocks Page Bottom Glass Blocks -See General Information for Glass Blocks PITTSBURGH CORNING CORP 800 PRESQUE ISLE DR PITTSBURGH, PA 15239 USA R2556 Page 1 of 3 Pattern Nom Block Size (In.xin.xin.) Rating Hr. Max Size In. Masonry Wall (Sq Ft) Max Size In. Drywall (Sq Ft) *Vue@ ***** 3/4 120** 94**** *Decora@ ***** 3/4 120** 94**** *Argus@ ***** 3/4 120** 94**** *Essex@ ***** 3/4 120** 94**** *Essex AA@ ***** 3/4 120** 94**** *Textra@ ***** 3/4 120** 94**** *Cirrus@ ***** 3/4 120** 94**** *Mistique@ ***** 3/4 120** 94**** *Spyra@ ***** 3/4 120** 94**** IceScapes@ ***** 3/4 120** 94**** Vistabrik@ 3x8x3 1-1/2 100*** — Vistabrik@ 4x8x3 1-1/2 100*** — Vistabrik@ 8x8x3 1-1/2 100*** — Thickset@,90 8x8x3-7/8 1-1/2 100*** — Endura@ Thickset@ 90 8x8x3-7/8 1-1/2 100*** — Decora@ Thickset@ 90 6x6x3-7/8 1-1/2 100*** — Decor -a@ ' Thickset@,90 8x8x3-7/8 1-1/2 100*** — Vue@ Thickset@,90 6x6x3-7/8 1-1/2 100*** — Vue@ Vistabrik@ 3x8x3 1 100*** 94**** Vistabrik@ 4x8x3 1 100*** 94**** Vistabrik@ 8x8x3 1 100*** 94**** http://database.ul.comlcgi-binIXYV/templatelLISEXTI1 FRAMElshowpage.html?name=KCJU.R2556&... 8/23/2007 KCJTJ.R2556 - Glass Blocks Page 2 of 3 Thickset@,90 8x8x3-7/8 1 100*** 94**** Endura® Thickset@,90 8x8x3-7/8 1 100*** 94**** Vue@ Thickset@,90 6x6x3-7/8 1 100*** 94**** Vue@ Thickset@ 90 8x8x3-7/8 1 100*** 94**** Decora@ Thickset@ 90 6x6x3-7/8 1 100*** 94**** Decora@ *Thickset@ 60 8x8x3-7/8 1 100*** 94**** Decora@ *Thickset@ 60 8x8x3-7/8 1 100*** 94**** Vue@ *Essex AA@ 8x8x3-7/8 1 100*** 94**** *May have "LX" suffix. **Max height and width 12 ft. ***Max height and width 10 ft. ****Max height and width 10 ft 9 in. *****Block sizes: 8 in. x 8 in. x 3-7/8 in. or 3-1/8 in. or metric equivalent, 8 in. x 6 in. x 3-1/8 in. or 3-7/8 in., 6 in. x 6 in. x 3-1/8 in. or 377/8 in. and 4 x 8 x 3-1/8 in. or 3-7/8 in., although all sizes may not be available in all patterns. Vistabrik solid units may have "Stippled" pattern embossed on face of block. Blocks are laid with 1/4 in. horizontal and vertical mortar joints; mortar consisting of one part portland cement, 1/2 part hydrated lime, and screened sharp sand equal to 2-1/4 to 3 times the amount of cementitious material (cement plus lime), all measured by volume. The horizontal rows of blocks shall be reinforced with Nos. 8 to 10 gauge galvanized wire mesh for the full length after the first and every other row. Glass or mineral wool or polyethylene shall be used to fill the remaining spaces in the lintel and jamb grooves to provide for expansion. Exterior and interior jamb and lintel edges are to be caulked with a fire retardant type waterproofing mastic. Sills for the blocks shall be coated with a water-based asphalt emulsion, to provide for waterproofing and movement. Steel or'masonry lintels/jambs for the blocks shall be provided with grooves/sufficiently deep to permit blocks to extend a min of 1 in. into the groove and to permit a min of 3/8 in. thickness of expansion material to be inserted into the groove. Groove openings shall be oversized by 1/2 + or - 1/8 in. to accommodate placement of packing material and fire retardant type sealant around lintels and jambs on both sides of the panel. Steel lintels and jambs shall be secured to the structure of the building with 3/8 in. bolts provided with heavy galvanized washers in 2 in. slotted holes space 12 in. OC. Panel anchor framing construction may be used in lieu of steel angle/or masonry groove framing construction. Panel anchors shall be 20 gauge perforated steel strips 24 in. long by 1-3/4 in. wide, galvanized after perforation. Panel anchors shall be used to secure the glass block panel at both jambs and across the lintel. Panel anchors must be bent within the expansion joint, spaced apart vertically to coincide with the panel reinforcing and 16 in. apart across the lintel. Panel anchors must be completely embedded in the mortar joints of the glass block panel, extending a minimum of 12 in. into the joint. The panel anchors shall be attached to the inside of the masonry jambs with 2 steel expansion shell anchors, 1/4 in. to 3/8 in. in diameter, per anchor. Self -tapping screws may be used to attach panel anchors to steel lintels. Both exterior and interior jambs and lintel edges are to be caulked with fire retardant type sealant as specified by the manufacturer's installation instructions. http://database.ul.com/cgi-bin/XYVItemplatelLISEXT11 FRAMElshowpage.html?name=KCJU.R2556&... 8/23/2007 KCJU.R2556 - Glass Blocks Page 3 of 3 The blocks noted under 1-1/2 h "Rating" are classified for use in masonry walls only. Steel or masonry lintels/jambs shall only be used. Expansion material in these locations shall be a minimum of 3/4 in. thickness . The blocks noted under 1-1/2 h "Rating" and all other 8 in. x 8 in. x 3-7/8 in. sized glass blocks "Rating" are classified for use in masonry walls as curved window assemblies provided that the radius of the assembly is at least twice the opening width (ie. Chord Length). Non -Masonry Application:The blocks noted under "Sizes" in drywall are Classified for use in non -masonry, metal or wood stud walls when installed in accordance with the manufacturer's installation instructions. Also Classified in accordance with the requirements of ANSI/NFPA 257 and UBC 7-4 Last Updated on 2005-10-13 Questions? Notice of Disclaimer PageTop Copyright c 2007 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files)must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2007 Underwriters Laboratories Inc.@" An independent organization working for a "safer world with integrity, precision and knowledge, ... .....�.. http://database.ul.comlcgi-binIX'YVItemplatelLISEXT/1 FRAMElshowpage.html?name=KCN.R2556&... 8/23/2007 KCJU.GuideInfo - Glass Blocks View Listings Guide Information for Fire Resistance Ratings KC]U.Guidelnfo Glass Blocks Page Bottom Glass Blocks GENERAL Page 1 of 2 This category covers glass blocks Classified for a 3/4, 1 or 1-1/2 h fire exposure and intended for installation in openings not exceeding 120 sq ft in area nor 12 ft in width or height, unless otherwise noted in the individual Classifications. Glass blocks are designed for the protection of openings in masonry walls, unless otherwise noted in the individual Classifications, against fire when installed in accordance with ANSI/NFPA 80, "Standard for Fire Doors and Fire Windows," and as specified in the individual Classifications. Authorities Having Jurisdiction should be consulted before installation. RELATED PRODUCTS Fire -resistance -rated glazing materials investigated to ANSI UL 263, "Fire Tests of Building Construction and Materials," are covered under Fire - resistance rated Glazing Materials (CCET) and are used in the construction of fire -resistance -rated walls and partitions. ADDITIONAL INFORMATION For additional information, see Fire Resistance Ratings (BXRH). REQUIREMENTS The basic standard used to investigate products in this category is ANSI/UL 9, "Fire Tests of Window Assemblies." ADJUNCT SERVICES Underwriters Laboratories Inc. (UL) provides a service for the Classification of glass blocks that not only meet the appropriate requirements of UL but also have been investigated in accordance with the standards detailed below: 1. ANSI/NFPA 257 (+), "Standard on Fire Test for Window and Glass Block Assemblies" Uniform Building Code Standard UBC 7-4 (+), "Fire Tests of Window Assemblies" UL MARK The Classification Mark of Underwriters Laboratories Inc. on the product or carton is the only method provided by UL to identify products manufactured under its Classification and Follow -Up Service. The Classification Mark for these products includes the UL symbol, the word "CLASSIFIED" above the UL symbol (as illustrated in the Introduction of this Directory), and the following additional information: GLASS BLOCKS AS TO * HR FIRE RATING ONLY Control No. * 3/4, 1 or 1-1/2 Those products noted in the individual Classifications that have been Classified in accordance with Uniform Building Code Standard UBC 7-4 (+) may also bear the additional reference, "ALSO CLASSIFIED IN ACCORDANCE WITH UNIFORM BUILDING CODE STANDARD 7- 4 , FIRE TEST OF WINDOW ASSEMBLIES ( + )." Those products noted in the individual Classifications that have been Classified in accordance with ANSI/NFPA 257 (+) may also bear the additional reference, "ALSO CLASSIFIED IN ACCORDANCE WITH ANSI/NFPA 257, STANDARD ON FIRE TEST FOR WINDOW AND GLASS BLOCK ASSEMBLIES http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=KCJU.GuideIn... 8/23/2007 KCJU.Gu:deInfo - Glass Blocks Page 2 of 2 (+) Issue date of standard or latest addendum Last Updated on 2005-08-04 Questions? Notice of Disclaimer Page Top Copyright © 2007 Underwriters Laboratories Ind.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for"the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2007 Underwriters Laboratories Inc.&" An independent organization working for a safer world with integrity, precision and knowledge. wI http://database.ul.com/cgi-binlXYV/templatelLISE.XT/1 FRAME.Ishowoage.html?name=KCN.Guideln... 8/23/2007 KCLK:R18572 - Glass Block Installation Materials Page Bottom KCLK.R18572 Glass Block Installation Materials Glass Block Installation Materials See General Information for Glass Block Installation Materials PITTSBURGH CORNING CORP 800 PRESQUE ISLE DR PITTSBURGH, PA 15239 USA R18572 Plastic spacer for installation of glass block rated up to and including 3-7/8 in. thick glass block rated up to and including 1-1/2 hrs. Last Updated on 1999-03-30 Questions? Notice of Disclaimer Page Too Page 1 of 1 Copyright Q 2007 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications. Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2007 Underwriters Laboratories Inc.@" An independent organization working for a sate.r world with integrity, precision avid knowledge. http://database.ul.comlcgi-binIXYV/templatelLISEXT/1 FRAMElshowpage.html?name=KCLK.R 18572... 8/23/2007 fflrw.: FMPJK P.O: BOX 1504 �^� VOICE (760) 777-7012 ' 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/15/06 Application Number: 06-00000829 Owner - Property Address: 78115 CALLE ESTADO DAVID BRUDVIK APN: 7.70-152-010- - - 52-050 INDUSTRIAL WAY Application description: NEW COMML - OFFICE/BANK COACHELLA, CA 92236 Property Zoning: VILLAGE COMMERCIAL Application valuation: 603980 Contractor: Applicant: O Architect or. Engineer: ASARO BUILDERS , INC. �. 42220 GREEN WAY, H PALM DFSERT, CA 92211 (760)776-0043 Lic. No.: 588920 - ------------------------'-----------------------------------------------------------------------— LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I Aereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate'of consent to self -insure for workers' compensation, as provided License Class: B License No.: 588920 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ' Date: Contractor: - _ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden -& proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds. or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: ' CONSTRUCTION LENDING AGENCY O I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of O V work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERA11T insurance carrier and policy number are: Carrier STATE FUND Policy Number 229002420506 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, -and agree that, if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING:FAILURE T WORKERS' VRA I NLAWFUL AND SHALL E O SECURE O S CO E GE S U \v j SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSA UUU DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVI 0� SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT => U0 IMPORTANT Application is hereby made to the Director of Building and Safety for a pe* 1. ct to the conditions and restrictions set forth on this application. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced . within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to.building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date: ' Signature (Applicant or Agent): Application Number 06-00000829 LQPERMIT Permit . . . BUILDING PERMIT Additional desc . _ INV FEE ADDED'$2351.50 Permit Fee . . . . 4703.00 Plan Check Fee 1528.48 Issue Date. Valuation 603980 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 4391.00 104.00 3.0000 THOU BLDG 500,001-1,000,000 312.00 Permit . . . ELEC-NEW.COMMERCIAL Additional desc . Permit Fee 229.52 Plan Check Fee 57.38 Issue Date . . . Valuation 0 Expiration Date 2/12/07 Qty Unit Charge Per Extension BASE FEE 15'.00 OR NON-RESIDENTIAL QQ ----10726_00---------_0200_-__---ELEC-GARAGE O Permit. Additional ------------------------- GRADING PERMIT desc � f ---_-214_52_ Permit Fee 15.00 Plan Check ems( .00' Issue Date Valuatio ` 0 Expiration Date .. 2/12/07 Qty Unit Charge Per 1111 ))11 Extension -------'----------------- _------_-BASE-FEE / ------ -------------------------- 15.00 Permit. MECHANICAL Additional desc . Permit Fee 300.50 Plan Check Fee 113.38 Issue Date . . . . Valuation 0 Expiration Date,. 2/12/07 Qty Unit Charge. Per.. Extension BASE FEE 15.00 7.00 9.0000 EA MECH FURNACE <=100K 63.06 .00 9.00.00 EA MECH B/C <=3HP/100K.BTU .00 00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU .00 7.00 22:5000 EA MC B/C >15 <=30HP/500K71M BTU 157.50 ---------------------------------------------------------------------------- 10.00 .6.5000 EA MECH VENT FAN 65.00 Permit PLUMBING. LQPERMIT .Application'Number 06-00000829 Permit . . PLUMBING. Additional desc . Permit Fee . . . 198.75 Plan Check Fee 49.69 Issue Date . . . . Valuation 0 Expiration Date . . 2/12/07 Qty Unit Charge Per Extension n BASE FEE 15.00 `13.00 6.0000.EA PLB FIXTURE 78.00 1�0.00 6.0000 EA PLB ROOF DRAIN 60.00 X2..00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 -EA PLB WATER INST/ALT/REP 3.00' O 1.00 7.5000 E.A PLB OTHER BACKFLOW <=2 INCH 7.50 7..00 .7500 EA PLB GAS PIPE >=5 5.25 v 1.00 15.0000 EA PLB GAS METER 15.00 ----------------------------------------------------------------------------- Special. Notes and Comments: ^ n 10726 COMM BUILDING WITH 1876 SQ. FT. CORPORTS,FIRE SPRINKLERED. Square \��) footage value adjusted to result in © \vl actual impact fees required under 2005 calculation method (initial submittal AFTER 8/7/05) GB EA INVESTIGATION FEE ASSESED ($2351.50 MANUALLY ADDED TO BUILDING PERMIT FEE) FOR WORK BEGUN PRIOR TO:ISSUANCE OF BUILDING PERMIT PER CBC 107.5. (November 15,.2006 10:40:44 AM gbutler) ---------------------------------------------------- ------------------------ Other Fees ACCESSIBILITY PLAN REVIEW_ 152.8Q ART IN PUBLIC PLACES -COM 2999.90 DIF CIVIC CENTER - COMM 844.33 ENERGY REVIEW FEE 152.80 DIF FIRE PROTECTION -COMM 252.04 STRONG MOTION (SMI) -COM 126.83 DIF STREET MAINT FAC -COMM 1638.26 DIF TRANSPORTATION- COMM 40704.45 Fee summary Charged Paid Credited - Due Permit Fee Total 5446.77 600..00 .00 4846.77 Plan Check Total 1748.93 1000.00 .00 748.93 Other Fee Total 46871.41 .00 .00 46871.41 Grand Total 54067.11 1600.00 .00 52467.11' LQPERAIIT Certificate of Occupancy T,vw 4 4129AM Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-115 CALLE ESTADO Use classification: COMMERCIAL (SHELL BUILDING W/ CARPORTS) Building Permit No.: 06-829 Occupancy Group: B Type of Construction: V_N Total Square Footage: 10,726 Land Use Zone: CR Design Occupant Load: Code Edition: 2001 CBC/CEC/CMC/CPC/05 Energy Codes Sprinkler System: YES Owner of Building: DAVID BRUDVIK Address: 52-050 INDUSTRIAL WAY City, ST, ZIP: COACHELLA, CA 92236 By: STEVE TRAXEL Date: MAY 13, 2008 Building Official