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0302-089 (CSCS)LICENSED CONTRACTOR DECLARATION +31 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 # Lic. Class Exp. Date 1868-63 fir• °r��talat /date 1r�f�dJf� Signature of Contractors__ OWNER -BUILDER -DECLARATION 1 hereby affirm under'penalty of perjury that l am exempt from the Contractor's License Law for'the following reason: ( ) 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 &Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & %Professionals Code). () I arr exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 & .policy no. are: Carrier I3TATE' #i`UND : Policy No. 45;'f324UZt412a ' (This section need not be completed if the permit valuation is for $100.00 or less). . () 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. -� ,Date: a-1 J rr. Applicant .�- rs Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines.up to $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. t IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and .restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers; agents and employees. 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 State_ laws relating to the building construction, and hereby authiorize representatives of this City to enter upon th/e above-mentioned property for inspection purposes. , Signature (Owner/Agent) 12-A �� .��.,�A 9- Date ZZ)dl-,gg PERMIT # i BUILDING_ PERMITIRY DATE ) VAL�UAT O � LOT 0 �-� _,,,:TRACT JOB ADDRESS WAXE C�TORST.,rA'RR.CF a i' , APN OWNER CONTRACTOR / DESIGNER / EN INEER LA QT -TDI TA Dr— VR OY-,� 8, .f l'.�C: AVY11 AM) CONtUCii0)4 CO. 7RC. 7-7rt.900 AVENM OF -114R tr A7:T'59- AVE UB Vis%' YBrTA ' 'PALM DEW.RT CA .- 92211 :k 3 LM1. DIME,T CA 92211 , # :r USE OF PERMIT CE.7.t MERC�.�L " 5,Int :SQ2!.F1'. 2 SmRy 0" 107; °S14F.t AP BLOC, 'P1,PEV1t NPR}Ciz; 2961 CODES.' [DUILD-17HO HOPHYSICALLY CONNECTED ` O PAR EL4 ak.:5 AU1LD1140. R1 7FR TO II`Tt:A:V•OG.d1BLF, EASEViEN T.A.E.1REEAhl 2d'['], POT7CH'1PATIO 559,00 Sri S,pFiTdi�1„a;R,1b3:t3(1 alb MAW Iff CUHTRACT A'M.GlJNT %'s yy�{ v . 6p**&y�spa, pp J�(v �+, /ry{p Pt. n. AYSt�ft�3�ry..p•p.ryrs py .�n�Jl�Jtd�wM 'iN 4,11.R:.`.*5:�+'6lGVa,4J.'6.'Sli.+.tl. Yy./d.Y - _ ry�?� d +fP '.6w�67fs�tK7. Iff PTt6'YVWF'FEE WlYWARY CONSTRUCTION FEE 10.3:-000.418-000 $1,196.00 ' PLAN C: HECKIF&K $969.29 ; "M DEPOSIT 101.000439.318 41,590.00 MECl ARICA . VFW 101-000-4,21-000. S1142.59 ELECTRICAL ME..., : ; :1'p1-:(141Q�42(y-060 $2$4,46 t� PLUMBING lbw' -000-419-000 $51.50 'STRONG 1r OT1,101.4 FEE - COMM 100-000-241--000 $54„18 C1Z.�.taltl'J�Y k�1:7!' ` . • ] 04,=Ui3(3-�'12:��S;fi�fJ $}3.tti3 ' D}'"'u,6PE;lt IMI PACT b%:1;. $1107.49 ART }N f?i. B LICVOLACE',a� - COL0 2'761.000 -445 -WO $1;2#+5. a gUB-T'CTAT,. CON'li°i2'rJC'1' 0.4 Pam PLM :CmCT '1 ,`i445,d9 LESS FRK�PATl 1W3 ----413500,00 TOTAL F. IOUT"FLE `u I):la OW OCT 3 1 1003 CITY OF LA QUINTA FINANCE DEPT / RECEIPT- DATE=/s ' BY C / DAT F A INSPECTO INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs A Underground Ducts Forms & Footings Z94 42 Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath () Final Final L.41POOLS BLOCKWALL APPROVALS steel - SPAS Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL 'APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels - Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: /{ / 1 � /naaG•+no v -''V LA QUINTA =ETY DEPARTMENT r-7012 •:REQUEST LINE x=7153 Contractor AFFILIATED—CONSTRUCTION INC. Permit Number 0302-089 POST ON JOB IN CONSPICUOUS PLACE i INSPECTOR MUST SIGN ALL APPLICABLE SPACES 47=040 WASIMGTON'ST�PARCEl TYPE OF INSPECTION TEMPORARY POWER -- -SETBACKS -U/G PLUMBING /WASTE U/G ELECTRICAL/ GROUNDING FOOTINGS / STEEL CONCRETE SLAB DATE I INSP. DO NOT POUR CONCRETE UNTIL �E'4"o 1A,44, S/G9�`� r JOB ADDRESS 5,123 SQ.FT. 2 STORY OFFICE "SHELL" BLDG. TYPE VN SPRKR, OKAY TO WRAP. /Z -` FRAMING COMBINATION CODES. (BUILDING IS PHYSICALLY CONNECTED TO PARCEL ROUGH ELECTRIC ROUGH PLUMBING 5 BUILDING. REFER TO IRREVOCABLE EASEMENT AGREEMEP TYPE OF INSPECTION TEMPORARY POWER -- -SETBACKS -U/G PLUMBING /WASTE U/G ELECTRICAL/ GROUNDING FOOTINGS / STEEL CONCRETE SLAB DATE I INSP. DO NOT POUR CONCRETE UNTIL A 0 ROOF NAIL / PRE -ROOF OKAY TO WRAP. /Z -` FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL BOVE S INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT . SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G CAS U/G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWER ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT �D COMMUNITY DEVELOPMENT DEPT. c7 ?, FINAL / JOB COMPLETED 6 i ABOVE APPROVALS DO NOT INCLUDE RIGHT TO j TURN ON UTILITIES OR OCCUPY BUILDING I f � f ;r../ •t —° ° �os Of / low K"Mlu No. No. Dw. Stories 91 Units 144 New Add ❑ �46HtO1BN s� Rear Setback from Rear Prop. Line Building � P.O. BOX 1504 78-495 CALLE TAMPICO APPLICATION ONLY Address LA QUINTA, CALIFORNIA 92253 Issued by:-Date Owner f Zip 11 Tel I Mailing o� BUILDING- E`CONST. OCC. GRP. Address 7�- -� Po2iro�7 0? ro1J.D�,jlK6 ut�Qy►Z,6. tib & Classif. T A.P. Number Lic. # City, _ Zip ITel. 2.o-Ofz Contractor �os Sq. Ft. Size 5 No. No. Dw. Stories 91 Units 144 New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Rear Setback from Rear Prop. Line Address Side Street Setback from Center Line Side Setback from Property Line FINAL DATE _ t Issued by:-Date Cit Zip 11 Tel I M o� Plan Chk. Bal. 7tso. State Lic. Mech. City & Classif. 18696Z�> Plumbing Lic. # Arch., Engr., Designer FEB 12 20 3 1111 0321 OF I A 01 IIN FA FINANCE DEP Address REMARKS I Tel. City 11 Zipa� p� o State � �i3�s1L.T 7 ILic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE - DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031 . 5.Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to'its Issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code. or that. he is exempt therefrom, and the basis for me 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.' 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, Buisness and Professions Code: The Contractor's License Caw does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, Provided that such 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 did not build or improve for the purpose of sale.) 1'1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 1 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company C1 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg 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. - Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 city to enter the above. mentioned property for inspection purposes. Signature of a0plicant —Date— Mailing ateMailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Project Description �704`O ��r4t►�,-� �os Sq. Ft. Size 5 No. No. Dw. Stories 91 Units 144 New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE _ t Issued by:-Date Estimated Valuation Validated by: PERMIT AMOUNT Plan CW Dep. o� Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure FEB 12 20 3 1111 0321 OF I A 01 IIN FA FINANCE DEP TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by:-Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District z4� �C) 47950 Dunae�'Palms Road c BERMUDA DUNES r La Quinta CA 92253. Cn RANCHOMIRAGE d Date 10/30/03 INDIAN WELLS ti P" No. 25146 (760) 771-8515. dy n-,� QUINT �y Owner La Quinta Developers, LLC APN # 643-020-016 Address Jurisdiction La Quinta City Zip Permit # Tract # ioStudy Area Type Commercial No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 47040 Washington Street 5123 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 j Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq.- in eq. in the amount of $0.34 X 5,123 S.F. or $1,741.82 have been paid for,the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Palm Desert National Bank.- Mike Oliphant'" Check No. 087191 Name on the check Telephone 760/275.7742 Funding . Commercial By Dr. Doris. Wilson y Superintendent Fee collected /exempted by Shar MCGllvreyPayment Recd $1,741..82 Over/Under Signature C r NOTICE: Pursuant to Government Code Section 66020(d)(1), this will s et notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the uilding or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant, Copy = Applicant/Receipt Copy - Accounting v °`� �, • �IGf��iiV P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT c mak' 78-495 CALLE TAMPICO (760) 777-2012 OFTk�9 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-701.1 To: Greg Butler,'Building & Safety Manager To CDD: 9-22-2003 " From: Oscar Orci, Planning Manager Due date:, 9-26-03 r Status:2nd Review R� Building Plans Approval ,(This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans.for the following project: Description: 5123 s.f.' Office Building Address or'general location: 47-040 Washington Street, Parcel #3 Applicant Contact: Mike Oliphant 345-2626 The Community Development _Department finds that: ...these Building Plans do not require Community Development Department approval. these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant'. When the corrections are made please return them to the Community Development Department for review. LO Oscar Orci, Planning Manager - Date . v a .� _ X �+ •� 5 � .. s .. . .. � IRREVOCABLE EASEMENT AGREEMENT THIS IRREVOCABLE EASEMENT AGREEMENT ("Agreement") is made effective as of the '_ 0' day of Ao cy 5'3-- , 2003, by and between La Quinta Developers, LLC, a California limited liability company ("LQD"), as the owner of Parcels 3 and 4 referenced below, and Melvyn H. Rudman and Brenda H. Rudman, as Trustees of The Melvyn H. Rudman and Brenda H. Rudman Revocable Trust Dated August 27, 2002, executed by Melvyn H. Rudman and Brenda H. Rudman as Settlors and as original Trustees, as to an undivided one third (1/3) interest ("Rudman"), Jerry W. Smith, a single man, as to an undivided one third (1/3) interest ("Smith"), and Joan Hammond Rothermund Revocable Trust Dated September 27, 2000, Joan Hammond Rothermund Trustee as to an undivided one third (1/3) interest ("Rothermund"), all as tenants in common (collectively "THE OWNERS OF PARCEL 5"), with reference to the following: A. LQD is the owner in fee simple of Parcels 3 and 4 as shown on Parcel Map 29889 recorded in Book 200, pages 51 to 52, inclusive, of Maps, Records of Riverside County, California ("Parcel Map"), and Rudman, Smith and Rothermund as the owners in fee simple of Parcel 5 as shown on the Parcel Map. (All references herein to "Parcels" are to Parcels as numbered and shown on the Parcel Map.) B. The Parcel Map covers twelve parcels located in a commercial complex to be known as La Quinta Professional Plaza ("Project"). The Project is intended to be developed, operated and maintained in accordance with a Specific Plan approved by the City Council of the City of La Quinta, California on April 17, 2001, pursuant to Resolution Number 2001-049 ("Specific Plan"). The Project is subject to a Declaration of Covenants, Conditions and Restrictions recorded on January 23, 2002, as Instrument No. 2002-037565, Records of Riverside County, California ("Declaration"). C. LQD intends to construct a two story office building containing approximately 5,000 square feet on Parcel 3 ("Parcel 3 Building" or "Building 3") and a two' story office. building containing approximately 4,500 square feet on Parcel 4 ("Parcel4 Building" or "Building 4"), and Rudman, Smith and Rothermund intend to construct a two story office building containing approximately 5,000 square feet on Parcel 5 ("Parcel 5 Building" or "Building 5"). A site plan showing the location of Parcels 3, 4 and 5 and their relationship to each other is attached hereto as Exhibit "A". A south elevation showing the location of proposed Parcel 3, 4, and 5 Buildings and their relationship;to each other is attached hereto as Exhibit `B". D. Article IV, Section B of the Specific Plan states that in order to promote the campus like nature of the Project, two story buildings are clustered, with each building's second story element linked with balconies. Buildings located on immediately adjacent Parcels (such as Parcels 3, 4 and 5) are intended to be linked with such connecting balconies. Without the establishment of certain easement rights as provided herein, the plan to link such balconies could conflict with certain provisions of the Uniform Building Code as adopted by the City ("Code") concerning fire walls, protected openings, and other related requirements, and California Code of Regulations, Title. 19, concerning fire protection equipment, where adjacent buildings connect along common property lines. Further, without the establishment of such easement rights, Code provisions would require that each building contain two staircases, an elevator (if certain types of second floor uses are implemented) and a central fire system, i.e., a total of six staircases, three elevators and three central fire systems. oliphanteasement rev8.wpd8/7/03 E. " Section 104.2.7 of the Code states that where there are practical difficulties involved in carrying out the provisions of the Code, the building official may grant modifications for individual cases where the building official finds that a special individual reason makes strict letter of the Code impractical and that the modification does not lessen fire protection requirements or structural integrity. Section 1.4.2.1 also states that the building official shall have the power to render interpretations of the Code and adopt and enforce rules and supplemental regulations in order to: clarify the application of provisions of the Code. F. The purpose of this Agreement is to create irrevocable easement rights between and among Parcels 3,4 and 5 in order to establish and maintain connecting balconies and the campus=like atmosphere called for by the Specific Plan, and to allow for the construction and maintenance, with respect to all -three Parcels (and Buildings thereon), of three staircases instead of six, one elevator instead of three, and one central fire system (sprinkler and alarm) instead of three. NOW, THEREFORE, IT IS HEREBY AGREED AS FOLLOWS: 1. Agreements Re ag rdinjr4 Construction., With respect to construction, the following shall apply: A. Buildings 4 .and'5 will be constructed prior to construction of Building 3, and - Building 3 will be constructed as part of a,second phase after the construction of Buildings 4 and 5. B. In connection with the construction of Buildings 4 and 5, the following will apply: (1) Three staircases will be constructed. One staircase will be constructed on the east side of Building 5 ("Building 5 Staircase"), a second staircase will be constructed on the south side of Building 4 ("Building 4 Staircase"), and a third temporary staircase will be constructed on the east side of Parcel 3 ("Building 3 Temporary Staircase"). (2) A balcony to serve as a walkway will be constructed.on the south side of the second story of Building 4 ("Building 4 Balcony");, and a balcony to serve as a walkway will be constructed on the south side of the second story of Building 5 ("Building 5 Balcony"). The Building 4 Balcony will be physically connected to the Building 5 Balcony, and not be obstructed in any way, or by any method or means that would impair full use of bothwalkways for pedestrian, wheelchair and related purposes. (3) An elevator to service Buildings 4 and 5 (and Building 3 after construction) will be constructed on the south side of Building 4 in the stairwell area of the Building 4 Staircase ("Building 4 Elevator"). (4) A central wet pipe fire system designed in accordance with NFPA 13 and off premises waterflow monitoring service as required by the Code to service Buildings 4 and 5 (and. ' Building 3 after construction) will be constructed in the east side'and in the equipment room of Building 5 and will branch through Buildings 4 (and Building 3 after construction), (`Building 5 Central Fire System"). r C. In connection with the construction of Building 3, the following will apply: (1) The Building,3 Temporary Staircase will be.removed when Building 3 is constructed and a permanent staircase will be constructed on the west side of Building 3 ("Building 3 Permanent Staircase"). oliphanteasement rev8.wpd8/7/03 2 y (2) A balcony to serve as a walkway will be constructed on.the south side of the second story of Building 3 ("Building 3 Balcony"). The Building 3 Balconywill be physically connected to the Building 4 Balcony, and not be obstructed in any way or by any method or means that would impair full use of both walkways for pedestrian, wheelchair and related purposes. D. Except to the limited extent provided herein, all construction of Buildings, balconies, staircases, elevators and central fire systems shall be done in compliance with the Code requirements of the City Building Department. 2. Agreements Regarding Easements. With respect to easements, the following shall apply: A. Parcel 4 Grants. Parcel 4 grants to Parcels 3 and 5 the following: (1) a permanent easement to use the Building 4 Staircase, (2) a permanent easement to use the Building 4 Balcony, and (3) a permanent easement to use the Building 4 Elevator. B. Parcel 5 Grants. Parcel 5 grants to Parcels 3 and 4 the following: (1) a permanent easement to use the Building 5 Staircase, (2) a permanent easement to use the Building 5 Balcony, and (3) a permanent easement to use the Building 5 Central Fire System. C. Parcel 3 Grants. Parcel 3 grants to Parcels 4 and 5 the following: (1) a temporary easement to use the Building 3 Temporary Staircase until Building 3 is completed, (2) a permanent easement to use the Building 3 Permanent Staircase after Building 3 is completed, and (3) a permanent easement to use the Building 3 Balcony after Building 3 is completed. D. Use of Easements. The grants of easements referenced above are effective immediately, however, actual use of the easements shall commence upon completion of construction of Buildings and facilities as contemplated herein. / E. Location of Easements. The general location of the easements referenced above is as set forth herein, however, actual locations will not be determined until construction is completed, at which time surveys will be conducted to establish actual locations, and this Agreement will be amended to reflect such actual locations. F. Grantors Beneficiaries and Users of Easements. The initial grantors of the easements shall be the parties to this Agreement. The beneficiaries of the easements shall be the parties hereto and their fee title successors in interest, however, each beneficiary shall have the right to allow use of the easements by tenants, agents, employees, guests and invitees of such beneficiary. G. Construction. The initial construction of the building improvements are governed by the construction contract dated August 5, 2002. H. Maintenance. The owner of each Parcel will be obligated (at all times subsequent to completion) to maintain all Building and improvements on such owner's Parcel ina reasonably clean, safe, sanitary, attractive and operational condition. Such maintenance shall be at such owner's own cost; provided, however, all costs reasonably related to operation and maintenance of the Building 4 Elevator and the Building 5 Central Fire System shall be shared among the owners of the three Buildings based on use to the`extent contemplated by California Civil Code Section 845. For purposes of this provision, use shall be determined based upon actual square footage of space from time to time contained within completed Buildings (rather than actual occupancy from time to time after completion). oliphanteasement rev8.wpd8/7/03 3 I. Insurance. The owner of each Parcel/Building shall be responsible for obtaining . casualty and liability insurance to cover risks associated with such ownership. J. Character of Easement. The easements granted herein are'appurtenant to the Parcels which they benefit. K. No Third Party Beneficiaries. Except to the limited extent specifically provided herein, this Agreement is not iniended to and shall not confer any benefits or rights on.third parties not part of this Agreement. Notwithstanding the foregoing, the City of La Quinta shall be a third party beneficiaryof this Agreement. 3. Other Agreements. A. Indemnity for. City. Each party to this Agreement agrees to and shall (with liability to be joint and several) defend, indemnify and hold the City of La Quinta and its officers, employees and agents ("City Indemnitees") free and harmless from any and all causes of action, claims, obligations, losses, liabilities, judgments, damages, injuries, etc., including reasonable attorneys' fees and costs of ; litigation (collectively "Claims") arising out.of and/or in any way relating to (i) any City determination, under Sections 104.2.7 and/or 1.4.2.1 of the Code or otherwise, that Code requirements maybe satisfied. and/or that occupancy permits may be issued based upon compliance with the provisions of this Agreement, . or (ii) the construction, use;. maintenance and/or operation of buildings, facilities and easement areas in the manner provided and/or contemplated herein. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding in any way involving the activities described in (i) or (ii) above, each party to this Agreement shall provide a defense to the City Indemnitees, or at the City's option, reimburse the City,Indemnitees their costs of defense, including reasonable attorneys' fees incurred in defense of such claim. In addition, each party shall be obligated to promptly pay any final judgment or portion thereof rendered against the City Indemnitees. B. Concurrent Completion of Building Shells for Parcel 4 and 5 Buildings. Each party to this Agreement acknowledges and agrees that notices of completion (or other evidence of completion acceptable to the City) must be filed /recorded with respect to "building shells" for both the Parcel 4 Building and the Parcel 5 Building before any tenant or other occupancy permit is issued for either the Parcel 4 Building or the Parcel5.Building. C. Operational Compliance with Code. Except to the limited extent provided herein, subsequent to construction all operation,of Buildings, balconies, staircases and elevators shall be in compliance with the Code requirements of the City. Each party to this Agreement acknowledges and agrees that total or partial damage, destruction'or closure of one (or two) of the three Buildings may have ` an adverse impact on the remaining Buildings. By way of example only, if second story uses in either the Parcel 3 Building or the Parcel 5 Building require elevaior access, and total or partial damage,' destruction or closure of the Parcel 4 Building terminates such elevator access, such uses may have to be terminated. f 4. General Provisions. A. Heirs Successors and Assiaris.. The easements, rights and obligations herein created shall be binding upon and inure to the benefit of the heirs, successors and assigns (with respect to fee title ownership) of each of the parties hereto. . 4 B. Enforcement. The easements, rights, obligations, covenants,. terms and provisions contained in this Agreement may be enforced by proceedings at law or in equity in accordance with the intents and purposes contemplated herein. C. Governing Law. This Agreement is executed and intended to be performed in the State of California, and the laws of that State shall govern its interpretation and effect. D. Captions. The captions or headings' of paragraphs in this Agreement are for convenience only and are not to be interpreted as controlling, or affecting the subject matter contained thereunder. E. Severability. If any term, provision, covenant or condition or this Agreement.is held by a court of competent j urisdiction to be invalid, void or unenforceable, the remainder of the Agreement shall remain in full force and effect and shall in no way be affected, impaired or invalidated. F. Attorneys' Fees. In the event of any controversy, claim or dispute between the parties hereto, arising out of or relating to this Agreement, or the breach thereof, the prevailing party shall be entitled to recover from the other party reasonable expenses, attorneys' fees and costs. G. Complete Integration. This instrument completely integrates all terms of the arrangement between the parties with respect to the matters continued herein, and no other agreements, statements-, representations or promises made by either party, or by any employee, officer, or agent of either party, which are not contained in this instrument, Agreement shall be binding or valid. H. Cooperation. Each party agrees to and shall do and perform such other and further acts and execute, acknowledge and deliver such other and further documents as may be reasonable necessary, expedient or convenient to effectuate the intents and purposes of this Agreement. I. Incorporation of Exhibits and Recitals. All Exhibits attached hereto and all recitals referenced herein are incorporated into and made part of this Agreement as though set forth in full. J. Necessity of City Approval. This Agreement is contingent upon and shall not be effective until it is approved by the Building Department and City attorney of the City of La Quinta. K. No Amendment or Revocation without City Approval. This Agreement may not be amended or revoked in whole or in part or in any manner without first obtaining the prior written consent of the City of La Quinta or its designated official. IN WITNESS WHEREOF, the parties hereby execute this Agreement and make it effective as of 'the date first above written. OWNER OF PARCEL 3: LQD: La Quinta Developers, LLC, a California limited liability co By: Manag' b Me r OWNER OF PARCEL 4: LQD: La Quinta Developers, LLC, a California limited liabi ' co By: Manao.Rf Mern er OWNERS OF PARCEL 5: Rudman: Melvin H. Rudman and Brenda H. Rudman, as Trustees of The Melvyn H. Rudman and Brenda H. Rudman Revocable TrustDated'August 27, 2002 Melvyn H. udman, Trustee By: ^��- Brenda H. Rudman, Trustee Smith: Jerry W. Snaitia, a single man By: G Je . Sn#th Rothermund: Joan Hammond Rothermund, as Trustee of The Joan Hammond Rothermund Revocable Trust Dated Se tember 27, 2000 By: an Hammond Rothermund, Trustee NOTE: SIG 12S TO BE NOTARIZED STATE OF CALIFORNIA ) , ss COUNTY OF RIVERSIDE ) w On 9/4/03 before me, Patricia A. Webb, Notary Public personally appeared Wesley D. Oliphant * - , ❑ personally known to me - or - ❑ proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the,person(s), or the entity upon behalf,of which the person(s) acted, executed the instrument. W' ness my hand and official seal. • PATRICIA A. WEBB r Commission # 1388582 F Notary Public - California Riverside County ' SIGNATURE OF. NOTARY a My Comm. Expires Dec 5, 2006 STATE OF CALIFORNIA ) _ "ss COUNTY OF RIVERSIDE ) On 9/4/03 , before me; Patricia A. Webb, Notary Public , personally appeared Melvyn H Rudman , ❑ personally known to me - or - ❑ proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W ss m hand and seal. RAfRielA A. WEBB i Y Commission # 1388582 Z , .�� Notary Public -California �-I Riverside County �p +: My Comm. Expires Dec 5. 2006 SIGNATURE OF NOTARY STATEOF CALIFORNIA ) ss . COUNTY OF RIVERSIDE On 9/4/03 before me, Patricia A Webb, Notary Public personally appeared RrPnHn H Rodman ; ❑ personally known to me - or - ❑ proved to me r on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or'the. entity upon behalf of which the person(s) acted, executed the instrument. PATRIEIA A. WEBB W ess my hand and o ictal seal. Commission # 1388582 - Z ,.� Notary Public California •- Riverside County a�� i �/ • W..a � - My Comm. Expires Dec 5, 2006 SIGNATURE OF NOTARY oliphanteasement rev8.wpd8/7/03 7 STATE OF CALIFORNIA' ) ss COUNTY OF RIVERSIDE ) On 9/4/03 , before me, Patricia A. Webb, Notary Public _,'personally appeared Terry W Smith P personally known to me - or - 0 proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the. same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W117i'hess my -hand and official seal. „ PATRICIA A. WEBS Commission # 1388582 Z@'My Notary Public - CaliforniaSIGNATURE OF NOTARY Riverside County Comm. Expires Dec 5, 2006 ' STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) . On 9/4/03 , before me, Patricia A Webb, Notary Public , personally appeared Joan Hammond Rothermund , 0 personally known to me - or - ❑ proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument: Winess my hand and official seal. RATRI61A A. WEBB - 1 Commission # 1388582 J I I Z :.�� to Notary Public - California Riverside County — SIGNATURE OF NOTARY My Comm. Expires Dec 5.2 TE OF CALIFORNIA ) ss COUNTY OF SIDE ) On e me, ; personally appeared ❑ personally known to me - or.- 0 proved to me on the basis of satisfactory evidence, to be`the per (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the samauthorized capacity(ies), and that byhis/her/their signature(s) on the instrument the person(s), or the entity upon be • which the person(s) acted, executed the instrument. Witness my hand and official seal.. , SIGNATURE OF NOTARY 8 oliphanteasement rev8.wpd8/7/03 IIII La uinta Pro 'essional Plcy,za PM 29889 Exhibit "A _" Site Pla,7,1. r R TYP. TYP. f - - - it i ry I-._... � TYP. \ ' �.� M�k�i•ri=,'.=, � TYP. �- , STAIRWAY//-� l Building No. 3 Building No. 4 +;. _STAIRWAY \ J / �/ ► � Building No, 5 CONY .l INTERIM STAIRWAY. 1 B Co v`fll.fu 3 1 ' 2i'y�i ay°"�/fT� 1 r` S� ELEVAT " � L R \ Parcel No. 3' I' ! �� ' I- �.� ��A`VCN��c \I .; I I , f l I F oeP C- ra«k ��- / TYP. Parcel No. 4 i it I it TP. Fi TYf Y Parcel No. 5 l I TYP_ — I .. 77 LEGEND: SHARED BUILDING COMPONENT (SBC) La Quinta• Professional Plaza ' Parcel No. 3 I' ' Parcel' No. 4 I' _ Parcel No. 5' . ?..:. .ria •Cx.J.��y'w-�'•'Y�;yM.. v�.:.rej _ VIA_ �.-�•-. I I_ -: . ,.. '7. r —M� 4 >N i South Elevation scale: nts " Exhibit "B , . NOV- 1188-04 THU 1:47 PM RIV. CO, FIRE P&E INDIO FAX 1•:0, l 760 863 7072 P. 1 :> RIVERSIDE COUNTY DIRE DEPARTMENT In cooperation with the California Department of Fowstty and Fire Protection 210 West San Jaclnto Avenue . Perris, CaliforniaF!570 • ax 9 Craig Anthony Fire Chief Proudly serving the. November 18, 2004 Unincorporated Areas of 12ivcrsidc Countv and the Cities of: City of La Quints Duilding Department B3 Mning Iry }3CAUntOtlt v Re: La Quinta Professional Calirncva Canvon I Ake ti The Riverside County Fire Department is granting afire and life safety clearance Coachella for the following project located at 47040 -Washington st Suite 320LA Quetta. Please call if you should have utionsa� - Ikselt.Hot Springs y Q Indian Wells Indio v • Lake Elsinore e. - La Quiuta A. Moreno Valley PaLn Desert Perris Rancho Mirage San Jactrdo Temecula Board ofSupervisors 11oh Bmt tor, LNsLiiA 1 John Tavaslionc. District 2 - Jim Venablc, District 1 Roy Wilson, Disulict 4 Marion Asid District 5 Sep 18 03 05:10p .w Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Calimesa Canyon Lake Coachella Desert Hot Springs Indian Wells Indio 4. Lake Elsinore S La Quinta Moreno Valley Palm Desert •i Perris 4• Rancho Mirage 4. San Jacinto .y Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Tim Venable, District 3 Roy Wilson, District 4 Marion Ashley District -5 Prest Vuksic Architects (760) 779-5395 p.2 RIVERSIDE COUNTY FIRE .DEPARTMENT In cooperation wide the California LDepart, ment <1f rovestry and Pine Protection 82-675 Highway 111, 2^d FI., Indio, CA 92201 • (76() 863-8886 . Fax (760) 863-7072 September 18, 2003 a prest Vuksic Architects 74-020 Alessandro, Ste. C Palm Desert, CA 92260 Re: Non -Structural Building Plan Review LAQ-03-BP-013 / 47-040 Washington Street Fire Department personnel have reviewed and approved tho plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) These conditions are for a shell building and will receivo a shell final only. No fire and life safety clearance will be issued for a tenant space until the specific occupancy classification has been established and tenant improvement plans have been reviewed and conditioned by the Riverside County Fire Department. 2) Fire Department approval is based upon the 2001 GBC requirements for Group B occupancies. It is prohibited to use, process or store any materials in the. )ccupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 3) The Fire Department is required to'set a minimum fire 1low for the remodel or construction of all commercial buildings using the procedure established n the 2001 CFC. A fire flow of 1500 gpm for a 2 -hour duration at 20 -psi residual operating pressure must be available before any combustible material is placed on the job site. 4) A combination of on-site and off-site Super wet barrel fire hydrants (6" x 4" x 21/2" x 21/2'), on a looped system shall be located not less than 25' or more than 165' from any portion of the buildings as measured alongapproved vehicular travel ways. The required fire flow shall be available from any adjacent hydrants in the system. 5) Install a complete fire sprinkler system per NFPA 13. 'rhe post indicator valve and fire department connection shall be located to the front within 25' to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The approved plans, with Fire De!)artment Job card must be at the job site for all.inspections. 6) Install Knox Key Lock box, Model 3200, mounted .par recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special farms are available from this office for the ordering of the Key Switch, this form must be authorized and signed by this, office for the correctly coded system to be purchased. 7) Ali egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 8) Install portable fire extinguishers per Title 19, but not 1. -.ss than 2A106C in rating. Contact certified extinguisher company for proper placement of equipment. EMERGENCY SERVICES 0.IVISION • P ANNII4G SECTION • INDIO OFFICE 82-675 Highway 111, 2"d FI., Indio, CA 92201 • (7,M) 663-8886 • Fax (760) 863 -7072 - Sep 18 03 05: lop Prest Vuksic+•'Architects ti"(7601 779-5395 p.3 2.1 9) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be ;j minimum of 12" for building(s) up to 25' in height, and,24" in height for building(s) exceeding 25' in height. Mi iimum of 6" lettering is required for suite identification. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a min'mum of 6" in height. All addressing must be legible and of a contrasting color with the background. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. t All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sinrerely, , FRANK KAWASAKI Chi 3f Fire Department Planner By Walter Brandes Firo Safety Specialist Cc: La Quinta City - Building Dept. Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA members ofICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specificalltaddressed novas an endorsement orrecommen- dation for use of the subject report. This report is based uoon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test resuIts andlorotherdata, but does not possesstestfacilities to make an independent verification. 7'n ere is no warrant; byICBO Evaluation Service, Inc., express or implied, as to any "Finding" orother matter in the report or as to any produc! covered by thereporr. 7"his disclaimer includes, but is not limited to, merchantabilir+. Page 1 or 6 K_ o►"_`" �. ` =_ . _.. _. _ _..__. _.. _ _ Evaluation- ._ _. .. Acaediied by the Service, inc. American National Standards Institute o�---�� ...ICBG: - •' 5360 WORKMAN MILL -ROAD - , WHITfIER, International CALIFORNIA 90601-2299 Conference of Building Officials Asubsidiary.corporation ofthe + EVALUATIONWEP.,ORT ER -3416 November 1, 2000 Copyright ® 200CBO Evaldati_on Service, Inc. Co 0•I Issued Filing Category: ROOF. COVERING AND ROOF.DECK CONSTRUCTION—Roof Covering • (202) MISSION iW0-PIECE,'MISSiON "S" ONE-PIECE, BELLA per 100 square feet (157 tiles per 10 m2). Two nail holes are TWO-PIECE, BELLA ROMA,.ROMAN PAN :,, provided at the top of each tile. , -: AND FLATSHINGLE CLAY ROOFING TILES'--:-, 2.1.5 Roman Pan Tile: The Roman Pan ble is aflat pan tile . measuring 11 inches (279 mm) wide by 18 inches (457 mm). DELEO-CLAY TILE CO:, INC. :. _ _... _ long, and is installedwith eitherthe Bella top tile orthe Mission 600 CHANEY-STREET :-_ °_i•: POST OFFICE DRAWER 88 LAKE ELSINORE, CALIFORNIA 92530 top tile. When installed with the Bella top tile, and with a3 -inch (76 mm) head lap, the installed.wei�ht is approximately 11.0 foot (53.7 kg/m.,);with 153.tiles per 100 1.0 SUBJECT . - :.. _- -: ; = pounds per square square feet (165 tiles per 10 m2). When: installed with the Mis- i sion toptile, with stalled the weight is a 3 -inch head lap, the in Mission Two-piece, Mission's" One-piece, BellaTwo-piece, P P approxrmately*11.0 pounds per square foot (53.7 kg/m2), with Bella Roma, Roman Pan and Flat Shingle Clay Roofing Tiles. 139 tiles per 100 square feet (150 tiles per 10 m2 Two nail 2.0 DESCRIPTION : -- holes are provided at the top of each Roman Pan tile. 2.1.6 :.Bella Roma Tile: The Bella Roma file is a flat pan tile • 2.1 General:. measuring 12.5 inches (318 mm) wide by 18 inches (457 mm) The Mission Two-piece, Mission "S" One-piece, BellaTwo- Bella Roma, Roman Pan and Flat Shingle roofing tiles long. The installed weight, when installed with a 3 -inch (76 mm) head lap, is approximately 8.2 pounds per square foot piece, are manufactured from natural clays that -are machine -formed _.(40 kg/m2), with 88 tiles per 100 square feet (95 tiles per 10 and fired to obtain required file strength. The tiles have a natu- M2). Two nail holes are provided atthe top of each Bella Roma ral, ceramic matte or ceramic orade finish. See Fiaure 1 for tie. dimensions and tile shapes. 2,2 Installation: 2.1.1 Mission Two piece Tile (Top and Pan): The tiles are 2,2.1 General: Unless specified otherwise in this report, 18 inches (457 mm) long. curved to approximately one third installation must comply with Table 15-0-1 of the. Uniform of a circle, having a width of 83/4 inches (222 mm) atthe large Building Code" (UBC). Tiles must be installed over solid end and 71/2 inches (191 mm) atthe small end. The tiles have sheathing having one layer of Type 40 asphalt -saturated an average thickness of 7/l6 inch (11.1 mm) atthe center and organic felt underlayment attached in ac=rdance with the sides. The installed weight of the tiles, when installed with a UBC for roof slopes from 3:12 to less than 21:12 (25% to less 3 -inch head lap, is approximately 11.0 pounds persquarefoot than 175%). On roof slopes less than 3:12 (25%), tile is used (53.7 kg/m2), with 166 tiles per 100 square feet (179 tiles per only as decorative material over an approved roof covering 10 m2). A nail hole is provided at the top center of each tile. complying with the UBC. 2.1.2 Mission "S" One-piece Tile: The Mission'S" tiles are The tiles have aligned vertical and horizontal joints provid- 18 inches (457 mm) long, 13 inches (330 mm) wide and 7/16 inch (11.1 mm) thick. The installed weight of the tiles, with a ing the required head lap. All cracked or broken tiles must be replaced with newtiles. Tiles are cutto match the angle of the 3 -inch (76 mm) head lap, is approximately 9.0 pounds per hips or valleys in a manner that will maintain the integrity of square foot (43.9.kg/m2), with 88 tiles per 100 square feet (95 each unit Refer to Figure 2 for installation details. tiles per 10 m2). Two nail holes are provided atthe top of each 2.2.1,1 Mission Two-piece Tile: Starting along the eave, tile. pan tiles are layered in vertical rows 111/2 inches (292 mm) 2.1.3 Bella Two-piece Tile (Top and Pan): The two-piece Bella Tile is 18 inches (457 mm). long, 63/4 inches (171 mm) on center. A boostertiie is set overthe lower edge of each pan tile. A starter tile, fastened over the booster tile and interven- wide at the large end and tapered to 51/2 inches (140 mm) of ing space, completes the eave course. Random laying of the cover tile is by varying the vertical exposure from 11 wide at the small end. The tiles have an average thickness 1/2 inch (12.7 mm). The installed weight of the tiles, with a provided inches (279 mm) to not more than 15 inches (381 mm) to the 3 -inch head lap, is approximately 11.0 pounds persquare foot weather. The cover tiles are doubled at eaves using booster (53.7 kg/m2), with 226 tiles per 100 square feet (243 tiles per tiles fastened to the.nailer. 10. m2). 2.2.1.2 Mission "S" One-piece Tile: Starting along the 2.1.4 Flat Shingle Tile- The flat shingle is a one-piece, flat, eave, tiles are laid with a horizontal spacing of 11 inches (279 - mm) on center. At the eave, a 1 -by -2 -inch wood strip or fascia - interlocking tie measuring 9'/a inches (245 mm) wide, 14 inches (356 mm) long, and 7/16 inch (11.1 mm) thick. The board raised 1 inch (25.4 mm) above the sieathing boosts the first row of tiles: Subsequent courses are laid with a 3 inch (76 installed weight of the tiles, with a 3 -inch head lap, is approxi- mately 9.3 pounds per square foot (45.4 kg/m2), with 146 tiles mm) head lap. The tiles are laid with a horizontal center spac- Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA members ofICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specificalltaddressed novas an endorsement orrecommen- dation for use of the subject report. This report is based uoon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test resuIts andlorotherdata, but does not possesstestfacilities to make an independent verification. 7'n ere is no warrant; byICBO Evaluation Service, Inc., express or implied, as to any "Finding" orother matter in the report or as to any produc! covered by thereporr. 7"his disclaimer includes, but is not limited to, merchantabilir+. Page 1 or 6 Page 2 of 6 Ing of 11 inches (279 mm) and ave_rdcal exposure of 15 inches (381 mm) to the weather. 2.2.1.3 :Bella -Two-piece Tile: -The Bella two-piece file is installed similarly to the Mission two-piece tile, except that pan tiles are layered in vertical rows 81/2 inches (216 mm) on center: - 2.2.1.4 'Flat ShingleTiile:"A 1 -by -2 -inch wood starter strip is used at the eave to raise the first course approximately inch (25.4 mm) above the sheathing. Subsequent courses are laid --with a minimum 3 -inch (76 mm) head lap. Exposure of each tile to the weather is not, greater than 11 inches (279 mm). 2.2.1.5. Roman Pan Tile: A 1-by'2 wood starter strip is used at the eaveto raisethefirsf course approximately 1 inch (25.4 mm)'above the sheathing; Subsequent courses are laid with a minimum 3 -inch (76 mm) head lap: Exposure of each file to the weather is not greaterthan 15 inches (381 mm), with hori- zontal center spacing of not more than 121/2 inches (311 mm) when using Bella top tiles and 14 inches (256 mm) when us - Ing Mission top tiles.::• 22.1.6 -Bella Roma Tile: A 1 -by -2 wood starter strip is used at the eave to raise thefirst course approximately 1 inch (25.4 mm) above the sheathing. Subsequent courses are laid with a minimum 3 -inch (76 mm) head lap. Exposure of -each the to the weather is not greater than 15 inches (381 mm), with hori- zontal center spacing of not more than 11 inches (279 mm). 2.22 Sheathing: Solid sheathing consists of nominal 1 -by lumber . er minimum 15/32 -inch -thick plywood. Sheathing installation must comply with the code. 22.3 Underlayment: Minimum one layer of Type 40 as- phalt -saturated organic felt, complying with ASTM D 2626-86, has minimum 4 -inch (1 o2 mm) overlaps on horizon- tal joints and o' -inch (152 mm) overlaps on vertical joints. The felt !s attached to the sheathing in accordance with the cede. 2:2.4 Battens:V%Ihen required, nominal 1-by-2wcod battens are spaced parallel to the eave to achieve the required mini- mum 3 -inch (76 mm) head lap between successive tile courses. End joints of the batten boards are separated 1/2 inch (12.7 mm) every 4feet (1219 mm), or 2 -inch -square (51 mm) shims cut from new asphalt shingles are placed under- neath the battens every 24 inches (610 mm) to facilitate water drainage. Tne battens are fastened to the deck with corro- sion -resistant 8d box nails at a maximum of 24 inches (610 mm) on center. 2.2.5 Flashing: Valley flashing -consists of minimum No. 28 - gage, corrosion -resistant metal that extends a rninimum of 11 inches (279 mm) from the valley centerline each way, with a splash diverter rib as part of the flashing. Each longitudinal edge of the flashing is turned inward approximately 30 de- crees past the vertical to give -a 1/2 -inch (12.7 mm) return. The flashing is lapped at ends a minimum of 6 inches (152 mm). Flashing around vents, pipes, flues, chimneys, and other roof penetrations consists of a minimum 3 -pound -per - square -foot (14.7 kg/m2) lead, capper, or 0.021 -inch -thick (0.533 mm) aluminum jacket. A bead of mastic or cement mortar,: applied atthe front face between the ;lashing and tile below, matches the file profile. Long lengths of flashing fcr rcoftiles aburing parapetwalls orcocincs can be rigid materi- al such as galvanized sheet metal formed to make the tile pro- file. v ER -3416 2.2.6 Tile Fastening: . _ 2.2.6.1 ' General: Unless specified otherwise, tiles must be fastened in accordance with Table 15-D-1 of the UBC:` 2.2.62 Roof Slopes 7:12 and Less: Each tile is fastened with one minimum No. 11 gage, corrosion -resistant steel nail of sufficient lengthtopen etrate3/4inch (19.1 mm) into the sol- id sheathing orthroughtheth ick ness ofthe sheathing, which- ever is less. Other fastening systems, such as those recog- -nized in ICSO ES evaluation report ER -3362, are permitted, subject to approval by the building Oficial. 2.2.6.3 Roof Slopes Greater than 7:12 to Less than 21:12: The Mission and Bella Two-piece tiles are attached with one No. 11 gage, corrosion-resistant•steel nail as described in Section 2.2.6.2 acid wind locks as de c; ibed in iCBO ES eval- uation report ER -3362. Each Mission "S" One-piecetile, Bella Roma tile' and Roman Pan file is fastened with two No. 11 gage, corrosion -resistant steel nails as described in Section 2.2.6.2 _ 22.7 Hips, Ridges and Rakes: Hip and ..ridge tiles are installed over ridge boards. Each ridge, and iii"le is nailed with a No. 18 gage, corrosion -resistant hail driven into the ridge and hip framing members. A bead of roofer's mastic or cement mortar must be spread across the nail head. In areas subjectto blowing sand, snow, or high rainfall, the longitudinal edges of hip and ridge tiles are bedded in pertland cement mortar or by an approved alternate method to provide weath- er protection acceptable to the local building official. Rake and coping tiles are fastened with two nails. 2.3 Roof Classification: Tne files are nercombusdble rccf coverings in accordance with Section 1504.2 of the UBC. 2.4 identification: A tao that nctes the manuiac:urer's name (Deleo Clay T ile Co., Inc.) and address, the !ristalled weight, and the evalua- tion report number (ICBO ES. En -3416) is axed to each shipping pallet. 3.0 EVIDENCE SUBMITTED Data complying with the ICSO ES Acceptance Criteria fcr Special Roofing Systems (AC07), dated April 1999; report of tests conducted in accordance with UBC Standard 15-5; and installation instructions. 4.o FINDINGS Thatthe Mission Two-piece, Mission "S" One-piece, Bel- la Two-piece, Bella Roma, Roman Pan, and Flat Shingle Clay Roofing Tiles described In this report comply with the 1997 Uniform.Building Code'.", subject to the following conditions: .4.1 Thetiles are manufactured, identified, and installed In accordance with this'report'and the manufactur- er's Instructions. 42 ' The installation is restricted to areas where the mean annual rainfall does not exceed 20 Inches (506 mm) and the average of the daily lows for any month is a minimum of 30°F.( -1°C). 4.3 The tiles are manufactured at the Deleo Clay Tile Co., Inc., plant located in Lake E!sinore, California. This report is subject to re-examination in two years. Number of Plies - M ® -x- Application CA = .One Part Cold Adhesive Aplied Type of SBS Cap Sheet Substrate Surfacing C =,.Composite 1 = Insulated D = SBS Cap Sheet. F Fiber. Glass N = Nailable (Granule Surface) P = Polyester L = Lightweight G Gravel P- :Protected +�. : •------ Roof -_ Roof Finder Index *See specification for any additional limitations 7-40 Deck Roof Spec. Surface Region* Type 'Slope — Composition Number Page Specifications for Cold Applied Modified Bitumens SBS Cap Sheet All N 1/a'-3' (6 - 76 mm) Base Felt, Base/Ply Felt, SBS Sheet 3CND-CA/3FND-CA/3PND-CA 7-41 SBS Cap Sheet All N 1/4'-3" (6 - 76 mm) Base Felt, Base/Ply Felt, SBS Sheet 3CLD-CA/3FLD-CA/3PLD-CA 7-42 Gravel All N Ile -T(6 - 76 mm) Base Felt, Base/Ply Felt, SBS Sheet 3CNG-CA/3FNG-CA/3PNG-CA 7-43 Gravel All 1 1/4'-3' (6 - 76 mm) Base Felt, Base/Ply Felt, SBS Sheet 3CLG-CA/3FLG-CA/3PLG-CA 7-44 SBS Cap Sheet All L 1/4'-3' (6 - 76 mm) ' Base/Ply Felts, SBS Sheet 2CID-CA/2FID-CA/2PID-CA 7-45 SBS Cap Sheet All 1 1/4'-3' (6 - 76 mm) Base/Ply Felt, SBS Sheet 2CND-CA/2FND-CA/2PND-CA 7-46 SBS Cap Sheet All N 1/a'-3' (6 - 76 mm) Base/Ply Sheet, SBS Sheet 2CLD-CA/2FLD-CA/2PLD-CA 7-47 Gravel All L 1/4% T (6 - 76 mm) Base/Ply Sheet, SBS Sheet 2CIG-CA/2FIG-CA/2PIG-CA 7-48 Gravel All 1 1/4%T(6 - 76 mm) Base/Ply Felt, SBS Sheet 2CNG-CA/2FNG-CA/2PNG-CA 7-49 Gravel -All N 1/4% 3' (6 - 76 mm) Base/Ply Felt, SBS Sheet 2CLG-CA/2FLG-CA/2PLG-CA 7-50 *See specification for any additional limitations 7-40 V377. ,. Johns Manville Three Ply Cold Process Modified Bitumen Mineral Surfaced Roofing System. For use over plywood or other nailable decks on inclines up to 3" per foot (250 mm/m). For Regions 1, 2 and 3 Materials per 100 sq. ft (9.3 m') of Roof Area Sheathing Paper. Wood board decks only 1 layer Felts: Base: GlasBase, GlasBase Plus, DynaBase, DynaPly, PermaPly 28 or DynaLastic 180 S 1 layer Intermediate: DynaBase, DynaPly, GlasBase, GlasPly Premier, GlasPly IV, PermaPly 28, DynaLastic 180 S or GlasBase Plus 1 layer Cap: 3CND-CA—DynaKap or DynaKap FR 3FND-CA—DynaGlas, DynaGlas FR or DynaGlas 30 FR* 3PND-CA—DynaLastic 180, DynaLastic 180 FR, DynaLastic 250 or DynaLastic 250 FR 1 layer *DynaGlas 30 FR must be used in conjunction with DynaBase, DynaPly or DynaLastic 180 S only. Approximate installed weight: 165 - 360 lbs. (75 - 163 kg). General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other mechanical fasteners that may be recommended by the deck manufacturer. Examples of these decks are wood, plywood, and approved oriented strand board (OSB). This specification is not for use directly over lightweight, insulating concrete decks. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be eligible for a JM Roofing System Guarantee. Flashings Flashing details can be found in the "Bituminous Flashings" section of the JM Commercial/Industrial Roofing Systems Manual. Application On roof decks with slopes up to 1h" per foot (41.6 mm/m), the roofing felts and modified bitumen sheets may be installed either perpendicular or parallel to the roof incline. Over wood board decks, one ply of sheathing paper must be used under the base felt, next to the deck. Using one of the base felts listed, start with a piece 24" (610 mm) wide. The remaining felts are to be applied full width with 3" (76 mm) side and 4" (102 mm) end laps over the preceding sheets. Nail the laps at 9" (229 mm) centers, and down the longitudinal center of each felt place two rows of nails, with the rows spaced approximately 11"(279 mm) apart, and nails staggered on approximately 18" (457 mm) centers. Use nails or fasteners appropriate to the type of deck, with 1" (25 mm) minimum diameter caps. For additional fastener information, refer to the fastener data in the "Roof Decks" section of the current JM Commercial/Industrial Roofing Solutions Manual. Roll an 191/4" (502 mm) wide piece of one of the intermediate felts listed into a full coating of MBR cold application adhesive. The remaining felts are to be applied full width, in the same manner. End and side laps can be done in one of the following ways: A) Use cold application adhesive on the 3" (76 mm) side and 6" (152 mm) end lap. Or... Specification 3CND-CAi3FND-CA/3PND-CA T Cold Adhesive Nailable Deck . Nails wHeatWeldedI Side lap + Sheathing Paper (ll Required)?.. . . s• GlasBase, • • Approved JM GlasBase Plus, SBS Cap Sheet DynaBase, 2 DynaPty or •'! 1 PennaPty 28 or 18• rcdd Dynal-astic 180 S Hen wmed Side t.p c31.13. I '� _ F Cold Adhesive 1 + or Heat Welded • — • • End lap — )P -I,. ' 1 T N End laps �I.... :.'. Siaggered ' 1�9•�I Application .3• Cold ApartlMinl •.''.�.. '.. 1 • • + Adhesive DynaBase, DynaPly, GlasBase, GlasPly 1' Premier, GlasPly IV, PermaPly 28, DynaLastic 180 S or GlasBase Plus 3CND - CA/3 F N D- CA/3 P N D- C A B) Use a hot air gun or torch on the 3" (76 mm) side and 6" (152 mm) end lap. All laps must be rolled with a 3" (76 mm) rounded edge roller. A W to W (3 mm to 10 mm) bleedout of SBS compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Cap sheet application is accomplished in one of the following ways: A) Apply a full width piece of one of the cap sheets listed into a full coating of MBR Cold Application Adhesive. Subsequest sheets are to be applied in the same manner, with 4" (102 mm) side and 6" (152 mm) end laps overthe preceding sheets. Or... B) Prepare the 6" (152 mm) end lap by removing all loose granules. Heat and embed all remaining granules with a hot air gun or torch. Apply heat to the 3" (76 mm) side and 6" (152 mm) end lap making sure both have a good compound flow to adhere the two surfaces. All laps must be rolled with a 3" (76 men) rounded edge roller. A 1%" to 3A" (3 mm to 10 mm) bleedout of SBS compound shall be visible at the edge of all seams. All laps must be checked for good adhesion. Subsequent sheets are to be applied in the same manner. Application of JM SBS Modified Bitumen Products may require the use of a hot air gun or torch. Improper use of these materials and application equipment can result in severe burns, and/or other physical injury, as well as damage to property. In order to prevent these situations the mechanic must install the materials using the techniques recommended by JM and those found in '"A Guide to Safety: Torch -On Modified Bitumens" available from the Asphalt Roofing Manufacturers Association. These techniques have been endorsed by the National Roofing Contractors Association and the United Union of Roofers, Waterproofers and Allied Workers. Note: When using metric and English sized base and cap sheets in the same system, care must be taken to avoid lap over lap configurations. Base sheets and cap sheets with polyester reinforcement must be allowed to relax in an unrolled position prior to installation. For cold weather application techniques, refer to Paragraph 7A.24. Steep Slope Requirements Special procedures are required on inclines over 0" per foot (41.6 mm/m). Refer to Paragraph 7A.21. Surfacing No additional surfacing is required. For an identical copy of this specification, ask for RS -4283. 7-41 'j -', ZI _:. _ . �.�• fit - v I/M Johns Manville 2. Deck: C-15/32 Incline: 3 Base Sheet (Optional): "PermaPly 28", "GlasBase", "GlasPly IV" or "GlasPly Premier", nailed or adhered with hot roofing asphalt. Insulation (Optional): Any thickness, one or more layers Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation", "ISO 1 "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: One or more plies Type 131 "GlasPly IV" or "GlasPly Premier", adhered with hot roofing asphalt. Surfacing: Hot roofing asphalt, "TopGard B", applied at a rate of 2-3 gal/sq, "TopGard A", applied at a rate of 1-3/4 - 2 gal/sq or "TopGard B", at the rate of 2-3 gal/sq in combination with "Fibrated Aluminum Roof Coating", applied at the rate of 2 gal/sq. 3. Deck: C-15/32 Incline: Unlimited Base Sheet (Optional): "PermaPly 28", "GlasBase", "GlasPly IV" or "GlasPly Premier", nailed or adhered with hot roofing asphalt. Insulation (Optional): Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation", "ISO 1 ", "E'NRG Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: One or more plies "PermaPly 28", "GlasBase", "GlasPly IV" or—GlasPly Premier". % Surfacing: Type G3 "GlasKap". COLD APPLIED SYSTEMS (BUR) "Roof Defender Fiber Glass Cap Sheet" is a suitable alternate to "PermaPly 28" in all applicable Classifications. Class A Ply sheets are fully adhered with "MBR Cold Application Adhesive", applied at 1-2 gal/sq. 1. Deck: NC Incline: 1 Insulation (Optional): Johns Manville ."Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation", "ISO 1", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, 3.6 in. max, mechanically fastened, in combination with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: Three or more plies Type G2 "PermaPly 28", "GlasBase". Surfacing: "Fibrated Topgard Type B", 2-3 gal/sq. 2. Deck: C-15/32 Incline: 1 Insulation (Optional): One or more layers, any thickness, Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation", "ISO 1", "E'NRG'Y-2" or any UL Classified polyisocyanurate roof insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, first layer mechanically attached, subsequent layers adhered with "MBR Cold Application Adhesive" or 3/4 in. "Fesco" over polystyrene, mechanically attached. -Base Sheet: Type G2 "PermaPly 28 "GlasBase", "GlasBase Plus", "Ventsulation", "DynaBase" or "DynaPly", mechanically fastened or adhered with "MBR Cold Application Adhesive". Ply Sheet: "DynaPly" or "DynaBase" (modified bitumen), adhered with "MBR Cold Application Adhesive". Surfacing: Type G3 "GlasKap" adhered with "MBR Cold Application Adhesive". 3. Deck: C-3/4 Incline: 1-1/2 Insulation: Any thickness, one or more layers Johns Manville "Fesgo", "Fesco-Foam", "Fiber Glass Roof Insulation" (all joints taped), "ISO 1", "E'NRG'Y-2" or any UL Classified polyisocyanurate, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Two plies "PermaPly 28" or "GlasBase", adhered with "Gilsonite MC", "Gilsonite No. 601 at 4 gal/sq. Surfacing: Gilsonite "Gilsonite No. 601 at 4 gal/sq. Class B 1. Deck: NC Incline: 1 Insulation: Johns Manville "Fiber Glass Roof Insulation" or "Fesco", 2-1/4 in. max, nailed or secured with Gibson -Homans "6150 Fibrated Adhesive" at 4 gal/sq. Ply Sheet: Three or more plies "GlasPly IV" or "GlasPly Premier", applied with inner ply, spreading of Gibson -Homans "6150 Fibrated Adhesive". Surfacing (Optional): Gibson -Homans "6150 Fibrated Adhesive", 4 gal/sq and No. 11 roofing granules, 50 Ib/sq. _'131-5W r APR -14-2003 MON 10;52 AM OLIPHANT COMPANIES FAX N0, 760 345 5501 P. 02 2002 FIRE RESISTANCE DIRECTORY 8c�o— GA -1- — -7 FIRE RES15 • ANSIIUI 263 (BXUV) .A ingg 20 min), Type FSW-C (finish rating 20 min), FSK -C or FS C. NORCIPS A/5—NORFIRE X (finish rating 36 min), NORFIRE XA (finish rating 24 min). PABCO GYPSi1M'DIV OF o PACIFie-C6AST BUILDING PRODUCTS INC—Types C, PC -2 �� (finish rating 20 min), PG -3 (finish rating 20 rein), Types PG -3W, PG -5W (finish rating 20 min), Type PG4 (finish raring 20min), Type PG -6 (finish rating 23 min), Types PC.3WS. PG 5W5 (finish rating 20 min), Types PG -5, PG -9 (firush rating 26 min) or Type PG -C. ' SIAM�GYPSUM INDUSTRY CO LTD —Type EX -1 (finish rating STANDARD GYPSUM L L C —Type SGC (finish rating 20 min), Type SGC -3 (finish rating 20 min) Type SG -C or SGC -G (finish rating 20 min). 1 TEMPLE-INLAND FOREST PRODUCTS CORP—Types T (fin - 11 rating 20 min), VPB-Type T (finish rating 20 min), WR -Type T (finish rating 20 min), Type T 5HTG (finish rating 20 min), FRX-6, VPBX-6, FRWRX-6, TP -5 or FRX-6 Exterior Gypsum Sof- fit Board. UNITED STATES GYPSUM CO—Type AR (finish rating 26 stun ,lype CX (finish rating 26 min), Type C (finish rating 26 mijjID (firush rating 26 min), Type WRC (finish rating 26® a I? -XI (finish raring 26 min). Type FCV (finish rat - Type IP -X2 (finish rating 26 min), Type SHX (finish �a n). Type FItX (finish rating 20 min), Type FRC -G ra 29 min), Type 1P -AR (finish rating 26 min), Type (� sh rating 26 min). 0 1 C — Type Westroc R-Rok. fiM W (E S A D C V— Type AR (finish rating 26 min), h rating 26 min), Type FCV (finish rating 26 min), 1 1 finish rating 26 train), Type IP -X2 (finish rating 26 e CX (firush rating 26 min), Type SHX (finish rating e WRC (finish rating 26 min), Type WRC (firush ), Type FRX (finish raring 20 min), Type IP -AR fi 26 min), Type IPC -AR (finish rating 26 min). ' A. (As an alternate to item 3) — Nom 3/4 in. thick. allied d in Item 3. CA GYPSUM COMPANY—Types AR, IP -AR. UN TES GYPSUM CO —Types AIL IP-A.R. 5Q WUI S A DB C V — Types AR, INAR. 3B. Gypsum Board' — Ms an alternate to Items 3 and 3A) — 5/8 in. th)ck, 2 k wide, tongue and groove edge, applied horizonrally to one side of the assembly. Secured as described in Item 3. Joint covering (Item 5) not required. CANADIAN GYPSUM COMPANY — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4. Steel Comers Fasteners — (Optional) — (Not Shown) — For use at wall comers. Channel shaped. 2 in. long by I in. high on the back side with avo 1/8 in: wide cleats protruding into the 5/8 in. wide channel. fabricated from No. 24 gauge gale steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the wallboard, no greater than'_ in. from comer of wallboard, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement -coated nail per fas- tener. artener. Corners of wallboard shall be nailed to top and bottom plate using No. 6d cement -coated nails. 5. Joints and Nail Heads — Wallboard joints covered with tape and joint compound. Wallboard nail heads covered with joint compound. 6. Sheathing — Foamed Plastic• — 7/16 in. thick min, 4 it wide sheath- ing, with square edges. Sheathing is applied verrically. Sheathing ias- rened with I in. long E. C. rooting nails spaced 8 in. bC along the edges and 12 in. OC in the field. CELOTEX CORP—Type Thermac Exterior Wall Coverings — Installed in accordance with the manuiac• turer's Enstallarion Instructions. A. Aluminum Siding— 0.019 in. min dock painted aluminum meeting AAK-1 1402. Fastened over foam plastic sheathing to wood studs using 1-11! in. long aluminum nails. B. Wood Siding— i/8 in, min thick lumber. plywood or OS8 wood based siding. Fastened over foam plastic sheathing to wood studs using 10d gals box nails spaced 6 in, OC on perim- eter and 12 in. OC in the field. C. Fiber -Cement Siding — 0.250 in. min thick fiber -cement based 611111fel�g dnlfl ilhii�Yi q 1Yi06 ifMde usin R Milk IAlia&WVr"o 'Beating the UL Classification Mark FIRE RESISTANCE RATINGS - ANSI/UL 263 Design No. U356 (Exposed to Fire on Interior Face Only) Bearing Wall Rating — I Hr Finish Rating — 23 Min NO&SAMANA21" 51WAVE �' FIRE SIDE O HORIZONTAL SECTION 1, Wood Studs — Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (Item 5) and effectively fire stopped at top and bottom of wall. 2. Gypsum Board* — Any Classified 3/8 in, thick, 4ft wide, applied ver- tically and nailed to studs and bearing plates 7 in. OC with fid cement - coated nails, 1.7/8 in. long with 1/4 in, dram head. See Gypsum Board (CKNX) Category for names of Classified Companies. 3.Joints and Nailheads — (Not Shown) — Wallboard joints covered with tape and Point compound. Nail heads covered with joint compound. 4. Batts and Blankets-- Mineral fiber or glass fiber insulation, 3-1/2 irt thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unlaced and to have a min density, of 3 pelf. Glass fiber insulation to be faced with alumium foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. fiber, Sprayed'— As alternate to Batts and Blankets (Item 4) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with. the. product. Nominal dry den- sity of 3.0 Ib/fta . U S GREENFTBER L L C—Cocoon stabilized cellulose insula- tion. 5. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 It wide wood structural panels, thin grade "C -D" or "Sheathing' . Installed with long dimensionof sheer (strength axis) or face gram of plywood parallel with or Perpendicular to studs. Vertical joints centeied on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along inte- rior studs. 6.. Exterior facings — Imtalled in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding —Molded Plastic* — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Mated Directory for names of manufacturers. B. Panicle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. 7 C. Wood Structural Panel or Lap Siding— APA Rated Siding, Exterior, plywood, OSB or compposite panels with veneer laces ura �MY4 and snuctt wood core, per PS 1 or APA Standard PRP -108. including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitiom Stucco — Portland cement or synthetic stucco sys- tems with self-fusing.metal lath. or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Bride Veneer — Any type on nom 4 in. wide brick veneer. Whenbrick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall nes anached over sheathing to wood studs with 8d nail per tie: des spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F, Exterior Insulation and Finish System (EIFS) — Nom 1 in. Foamed Plastic* insulation bearingg the UL Classification Marking attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance BRYX and with mamtfaMtrpr % i�.spur igns. Set EgNMed .e..t ..� :..-..._.__ J n... In I u■on" G. Siding — Aluinum. or steel srarrtg ana�l,c�l avec ahoatnmg rn m studs. ..— ... ... — — -D^r%l fe"r PREST VLTKSIC ARCHITECTS INCORPORATED 72624 El Paseo, ste:b-6 PALM DESERT, CA 92260 760-779-5393 TEL ' a 760-779-5395 FAX SEAN,—LP VARC@DC.RRCOM TELECOPY TRANSNVMTAL To: Public Work Dept. Attn: Raul Martinez Fax Number: 777.7155 From: Sean Lockyer Date: 04.30.03 Re: Green Sheet Process Approval Project: 47-040 Washington Avenue — Parcel No.3 No. of Pages: 2 (incl. Cvr.) Raul, Attached, find a copy of official approval of the precise grading plans for this parcel as well as the adjacent two parcels. Please keep this copy for your records as I believe we will need this for the purpose of Public Works Dept. approval of this project. Feel free to call with any questions or comments. Thank You, Sean Lockyer This Material Sent: NFor Your Review D Please Call Upon Receipt DAt Your Request D For Your Approval NOTE: Please call back if you did not receive the total number of pages or cannot read this page(s) transmitted. Thank you. A , a ,v 04 02,04:17p KURT 949 366-5280 P 2 11/04/2002 04:01 7145424910 4DVINISTPATICN PAGE 01 T he PovrCr t D Chartge The Power to Budd e�1 !! B ►�� 8 �? 3 - - - ,-sem.. .: •g .K. 4RP October 16. 2002 Mr. Steve Spee; City of La Quinta P. O. Box 1504 78-495 Caile TainpiCo La Quinta. CA 92253-1504 RE: City Approval for Precise Grading and Paving Plans Parcels 3, 4 & 5 of La Quinta _ . Professional Plaza; B & H-Job No. 15867.82, PCN 02123 - Dear Mr. Speer: I have reviewed the Precise Grading and Paving Plans of La Quinta Professional Plaza and recommend them for City approval. If there are no additional city comments, please contact June Reyna at Saxon Engineering at 949 366 2180 regarding mylarr. Attached is the approved cos: estimate for this project. If you have any questions please call me at (714) 568.7300 ext. 7329. Sincerely, Berryman & Henigar, Inc Poswr Fax 4ote 7,671 Caie 11 101 P. 1 TO flO.n �!�- r— LP Daljit S. Marwah• M S P.E. W yy'fv Principal Engineer co.roew. _ rc - rebase. PM� � 7- 90 f,.. _._ ZPost-4rFaxc 71671 �eLC: Je >t JunenezElsa Paisley 0- e,Y��V"C'm N1onz E Cg b - s2a7 F�-- -:l.iQ...M"Jv.Pn: Lrr�.tVC LL�C•�::•'i. r••.i t':=:�.... -. -2col Eat' -tr7Street Sarva Ana. CA 927C5 711 5Ea.73cu rix 714 836 S506 wwwbhifnc Com DOC N 2002-314174 06/10/2002 08:00A Fee:43.00 Page 1 of 3 Docofficial T Tax Pard RECORDING REQUESTED BY • Recorded In Official Records County of Riverside Gary L. Orso Fidelity National Title Company Assessor, County Clerk 8 Recorder (Ms. Catherine Hammons, Escrow Officer) 74-785 Highway 111, Suite 210 Indian Wells, CA 92210 ' AND, WHEN RECORDED, MAIL TO: Mr.. Wes Oliphant 77-900 Avenue of the States Palm Desert, CA.92211 MAIL TAX STATEMENTS TO.: Same As.Above M I S.. I U PAGESIZE NOCOR I SNF, ( MSC. �I I � L I ooPr �oNc R rano I NCNG I E7C M -------------------------------- - GRANT DEED APN PTN 643-020-012, 016 C7 PTN 643-090-021 -----TRA 020_042 --------------------------=------------------------ The undersigned Grantor declares: Documentary transfer tax is $737.00 City transfer tax is (X) computed on full value of property conveyed, or ( } computed on full value less of liens and encumbrances remaining at time of sale. ( ) Unincorporated area; (X) City of La Quinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, L•PP, INC., a California corporation ("Grantor") hereby GRANTS to LA QUINTA DEVELOPERS, LLC, a California Limited Liability Company ("Grantee") that certain real property located in the City of La Quinta, County of Riverside, State of California, more particularly described on Exhibit A attached hereto and incorporated herein by reference as if fully set forth. I IN WITNESS WHEREOF, Grantor has executed thi's Grant Deed as this 6th day of June,' 2002. LPP; INC. a California corporation By : MILLER Its : ZCZEAA cZn& ACKNOWLEDGMENT STATE OF CALIFORNIA ) SS COUNTY OF RIVERSIDE ) On June Cp , 200S, before me, Qbbl-', Hourj.4'ngVputolIc, a Notary Public in and for said County and State,1G�personalgy appeared �� aQ. ' �. I T i N `C personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same'in his authorized capacity, and that, by his signature on.the instrument, the person or entity on behalf of which he acted executed the instrument. WITNESS my hand and official seal. ROBIN HARDING No tar Public in aa'id for Commission # 124.3682 Y -� Notary Public - Califonva . Said County and State Riverside County My Com, -n. Bph3s Nov26.2M3 F 2 w IIII II IIIIIIII III VIII IIII IIII fig.. ICi, c, Fu'' t F'8A(iH . � 1111111 111111 VIII (IIII II . LEGAL DESCRIPTION'. THE LAND REFERRED TO HEREIN IS.SITUATED IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: Parcels 3 and 4 of Parcel Map No. 29889, in the City of La Quinta; as shown by Map on file on Book 200, Pages 51 and 52 of Parcel Maps, in the Office of the County Recorder of Riverside County, California. SUBJECT TO all covenants, conditions, restrictions, easements and other rights affecting the subject property, including without limitation'that certain Declaration of Covenants, Conditions, Restrictions and Easements for La Quinta Professional Plaza recorded January 23, 2002, as Instrument No. 2002-037565, Official Records of Riverside County, California. PARCEL 2: Easements for access, ingress and egress as described in the Declaration of Covenants, Conditions, Restrictions and Easements' for La Quinta Professional Plaza recorded January 23, 2002, as Instrument No. 2002-037565, Official Records of Riverside County, California. 13 t JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 0 Office (760) 772-7192 ' v Fax (760) 772-7193 Pager (760) 776-3338 REGISTERED INSPECTOR'S WEEKLY REPORT TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE O STRUCT. STEEL ASSEMBLY ❑ O POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER O REINFORCED MASONRY O FIRE PROOFING JOB LOCATIONr ; O jj;o—e � ^��a�^V ��^ REPORT,SEOUENCE NO. Ty,PE OF STRUCTURE /1S�� L�S --`� (f 7 (`oq- PERMITpf�rY ` O / V1 CjJ[ - p�� ^ I �• ) DAY OF WEEK M'AATTEERIRIAA•L`,'•'DEE,SCRIPTIONN ARCHtITOCT9 ( y Y `) K -s t HRS. CHARGED �`� s, At�. ENGINEER ASSISTANTS NRS. CHARGED INSPEDATE CTIOEN GENECONTRACTORSA4't(-'- C .._ _.. -_I -CONTRACTOR �3oO l � iUJ `� �(�2�iC�ca/� ' SC " Z ?o4 SS Lt'ttoj (t�o-wv. . STM L k -S QS o 6— �� T:e,JQ—OA40 AL, MA44A, S COPY SENT TO CLIENT O CONT ED ON NEXT PAGE O PAGE OF �QT URE OF REGIST ECTO6(+7 DATE OFIREPOIAT REGISTER NUMBER B JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 • • ECT I.O.N,Fax (760) 772-7193 Pager (760) 776-3338 REGISTERED INSPECTOR'S WEEKLY REPORT TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETEol°` ❑ POST TENSIONED -CONCRETE ❑ REINFORCED MASONRY ❑ STRUCT. STEEL ASSEMBLY O ASPHALT ❑ FIRE PROOFING 194 6-pIt), O OTHER JOB LOCATION _ REPORT SEOUENCE NO. Y OF TRUCT aRE --` - PERMIT NO. j]� lig f:`T� Ci�ei Lv1 <DW� DAT DAV /F�WEEK V M RIAL DESCRIPTION �y'Z,a� ARCHITECT IN ECT NRS. CHARGED • INSPECTION `O;ATE ENGINE GENERAL 0 CONTRACTOR j CO CTOR ASSISTANTS HRS. CHARGED _ 5/6 Ao �, lam( , �"vT •,� \ ��. - o�� t a COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF loq CERTIFICATION OF COMPLIANCE 1 i HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MJ KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE, NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING.LAWS. REG15T EjD INSPECTOR �]1,,,,IIGNNTURE.OF )-77 TEOF REPORT REGISTER NUMBER . :':' 1 :JON, TANDY -� 78-194 Elenbrook Ct. Palm Desert, CA 92211 ` Office (760) 772-7192 " • Fax (760) 772-7193 Pager (760) 776-3338 REGISTERED INSPECTOR'S WEEKLY REPORT TYPE OF❑ INSPECTION PERFORMED REINFORCED CONCRETESTRUCT. STEEL ASSEMBLY ❑ �L.�� ✓� ❑ POST TENSIONED CONCRETE /O -ASPHALT' ` . OTHER ❑ REINFORCED MASONRY O FIRE PROOFING 70B LOCATIONS r---�--- - - - -`r�� --- -� -r REPORT SEQUENCE NO. TVVfpOF SrARU.CTURE PEI 1-1bQ,0. ^ O DAT o OAV OF WEEK MATERIAL DESCRIPTION ARCH TECT INSP TQB_ HAS. CHARGED ENGIN EE ASSISTANTS HRS.CHARGED it GENERAL SUB A DATE CONTRACTOR 1 � I (4 CONTRACTOR ,. 1 D tl3s k ec.�� c;c,e coo c N • o VO vet- '�e al wee r . _ ._ - 3 � �.w,: 645,5 Com.... b ._ - �1 C.IA �.► � ... - ecru- �� — C' - 1 - c�Q-IP o�—.. COPY SENT TO'CLIENT O 1. - CONTINUE- ON NEXT PAGE O PAGE. OF CERTIFICATION OF COMPLIANCE • ' ��'�" I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MV. AN � TURE OF REGISTERED INSPECTOR KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE �� l7 NOTED. I HAVE FOUND THIS WORK TO COMPLY.WITH THE APPROVED (� �C PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. `, DATE OF REPORT REGISTER NUMBER 0=r1eT1:AFn INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE —'C?aTRUCT. STEEL ASSEMBLY ❑ ❑ POST TENSIONED CONCRETE dASPHALT 13.E ER ( n��A, O REINFORCED MASONRY ❑ FIRE PROOFING / �� JOB LOCATION"- "� ^ ((� / REPORT SEQUENCE NO. T OOpF/SSTR�UCCTURE n ��..� PERMIT NO. DAY OF WEEK MATERIAL DESCRIPTION N-36 ^ _ 3� ARCHLY CT V KS INSPE 0� MRS. CHARGED _ 9 FCAO I;-`7 0(9 -S^'` Ate- ENGINEER d� v\ ASSISTANTS HRS. CHARGED INSPECTION GENERALt 1 � SUB 'DATE CONTRACTOR _ - ��. CONTRACTOR t _ uj eC-46 A {'tel +C,iqot�s Ie ILA "Z L - - Q.C.8-e-,2 'o YC �k o AN F - C70 -4,J-0 COPY SENT TO CLIENT O CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I, HAVE INSPECTED TO THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. I N URE OF REGISTEREDAI SPECTOR I�),0 DATE dF RE RT REGISTER NUMBER manommimmmiml mmiummEmmmam 0 SPECIAL INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 .1 TYPE OF INSPECTION PERFORMED EINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY O POST TENSIONED CONCRETE O ASPHALT OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING JOB_LOCAT.10 .. - tf ` Or �.-� -• -^-+�++--�� l`j1T� .��.r..- u -�yv,� (,/'fes REPORT SEOUENCE NO. Tv -OF STRUCTURE ^ie ` n ,Y/'C-C.' PERI�T 110 0,f _ ^O V UY. 19 (_ ,� M DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT VL) ws(C- If 66iAR--I Q I v HRS. CHARGED ENGINEER Or ^ ASSISTANTS HRS. CHARGED INSPECTION DATE GENERAL A -�.� ` 1 �� SUB CONTRACTOR CONTRACTOR_ Lfij _DIA �4e�. a�--- a MAr _S I CoT+c YP_a \ g i G I COPY SENT TO CLIENT ❑ CONTI ED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. Nl�q (t,,A I - SIG ATU E OF REGIS!vo SPECTOR lel 03 - :_�. DATE OF REPORT REGISTER NUMBER JAN-27-200A(TUE) 10':08 LAW STEEL INC (FAX)909 92-2 2391 F. 002/007 WELD CERT 1215 S. HERMOSA ST BANNING, CA, 92220 909 849-3127 WELDER, WELDER OPERATOR OR'TACK WELDER QU t LIFICATION TEST RECORD Welder Name JAMES ANDERSON Identification No. # 236 Qualification Dat 4/2412003 Welder Social Security No. N/A I . VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type " ARC SEAM ARC SEAM Backing Material Type N/A _ N/A Groove Welded From: One -Side or.Both'Sides� ' ONE ONE, BASE METAL: 1 ... .,.1 ••OXY Material Specification Sheet Steel GR -C I GR -C Supporting Steel GR -C I GR -C Sheet Thickness; GrooveN/A I N/A Fillet - NIA II N/A Arc Spot . N/A I► NIA Arc Seam 18 -GA. 18 -GA COATING (S): Type GALV GALV Thickness G-90 G-90 POSITION: Groove NIA Fillet N/A I N/A Arc Spot N/A • j I N/A - - Arc Seam FLAT I I FLAT ProgressionN/A I N/A OAS N/A II N/A ELECTRODE Size Group Designation E8011 I . E6011 VISUAL. EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2L PASS - Appearance PASS Cracks N/A Und cut N/A Reinforcement N/A Diam of Arc Spot Nugget. N/A� Bend Test per Fig # 3.3 C C Specimen 1 PASS Specimen 2 PAS Test Conducted By E OJEDA I to 4/24/2003 The undersigned certify that the statements in this record are correct and tj t the w were prepared and tested in accordance with the requirements of 6.7 of ANSI/A t ctural Welding Code - Sheet Steel i i�we a Mate Tested 4/24/2003 Signed By JAN-27-2004(TUE) 10:08 LAW STEEL INC.,' (FAX)909 922 2391 P. 003!007 r } WELD CERT 1216 S. HERMOSA ST BANNING, CA. 92220 y ' (909)849-3127 WELDER, WELDER OPERATOR OR TACK WELDER OU LIFICATION x TEST RECORD Weider Name JAMES ANDERSON Identification No. #236 Qualification Dat, 10/27/2001 Welder Social Security No. N/A VARIABLE ACTUAL. VARIABLE QUALIFICATION USED IN QUAL RANGE 'JOINT: Joint Type ARC SPOT ARC SPOT Backing Material Type N/A ( N/A Groove Welded From: ONE ONE One Side or Both Sides — BASE METAL: + Material Specification, - Sheet Steel GR -C GR -C Supporting Steel GR -A I; GR -A Sheet Thickness: " Groove NIA N/A Fillet N/A II NJA Arc Spot 18 -GA. I I 18 -GA. Arc Seam N/A 77LI NIA COATING (S)t i Type GALV I GALV. – Thickness G-90. - G-90 POSITION: Groove V N/A Fillet N/A N/A " Arc Spot FLAT Lj FLAT Arc Seam N/A I ( NIA Progression - N/A NIA GA3NIA ' I f N/A . ♦S ELECTRODE " Site 118" I 118" Group Designation E7018, ., E701f VISUAL EXAMINATION RESL&TS (6.7) Specimen 1 PASS Specimen 2 PASS* Appearance –PASS Cracks NIA ' Under ut ncle cut Reinforcement N/A Diam of Arc Spot Nugget 3/44" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASTS Test Conducted By E OJEDA I JDate 10/27/200 The undersigned certify that the statements in this record are correct and tlwelds were prepared and tested in accordance with the requirements of 6.7 of ANSI/A\ S D1.3 89} Structural Welding Code - Sheet Steel Date Tested 10127/2001 Signed By I JAN-27-2004(TUE) 10:09 LAW STEEL INC. (FAX)909 922 2391 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDERQUALIFICATIOPi T:QT RECORD P. 004/007 Eye Correction Required Yes r_N_/A_j No ®' � Eye Glasses NIA Contact Lenses NIA r Magnifiers NIA Name JAMES ANDERSON Card 11o., WA Welder .�X Operator N/A I.D. NO. #236 Qualified With AWS WPS Nc . PER TABLE 4.9 Supliment No: N/ Test No. FIG 4.24 (A) Process(es) SMAW . Manual , X Semi -Automatic N/A Autom! tic N/A Machine NIA Test Base Metal Specification A 36 GR - B Shielding Gas I NIA _Flow Rate NIA AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A&5 Backing , Yes FX No NIA Consumable Insert Double Welded NIA or Single Welded ® Short Circuiting Arc Current AC N/A DC FX Back Purging V 1/S" & 5/32" Yes EE No AAW) Yes NIA NO Yes NIA No TEST RESULTS Visual Test Results ' ` Acceptable Yes® No N/A ti PLATE Bend Test Results Type Bends: Side Bends® Root and Face Bend /A 2 I.A Results. PassF7X FailEZ] 7 Macroetch Test Results E PROCE,' S es QUALIFIED FOR Acceptable Yes N/A No NIA II SMAW POSITRONS QUALIFIED FOR Groove: Pipe 1G FN_/_Aj 2G NIA 5G ©A 6G N/A (T) Min. 1/8" Max 314" Diameter 4" TO UNLIMITED Plate IG QX 20 NIA 130 N/A 4G [EM Min. 118" Max— NLIMITED Consurnable InsertN/A Backing Type STEEL Fillet: Pipe 1F FX 2FV NIA 4F N/A 5F NIA M,Min. 1/8" Max UNLIMITED Plate .1F FX 2F NIA3F N/A 4F NIA m Min. 1/S° Max U4LIMITED Vertical Up NIA Down N/A Single Side ® Double Side NIA The above named person is qualified for the vmIding process (es) used in this 3stwithin the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certification and ANSI / AWB D1.1-98 Code ortiStandard. Signed By Date Tested . 10/29/01 1 r JAN-27-2004(TUE) 10:10 LAW STEEL INC. (FAX)909 922 2391 P.005Y007 WELD CERT 1215 S. BERMOSA ST. BANNING, CA. 92220 (909)849-3127 VVELDER QUALIFICATION TEST RECORD Eye Correction Required YeSFN-/—Al No ® Eye Glasses N/A Contact Lenses NIA Magnifiers N/A Name JUSTIN ROADY Card ISO. N/A Welder FX Operator NIA I. D. N10. #450 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. NIA Test No. FIG 4.24 (A) Processes) SMAW ManualF7X Seml-Automatic N/A 'Autorn 'c N/A Machine N/A Test Base Metal Spedfication A-36 GR - B Shielding Gas - NIA - Y, Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5,5 SI ze 1/8" & 5/32" Backing Yet No N/A Consumable Insert Yes N/A No Double Welded FN__1A_j or Single Welded FX Short Circuiting Arc MAW) Yes FRI-A-1 No [� ]X Current AC N/A DC Back Purging I YesNIA No EE ; TEST RESULTS j Visual Test Results Acceptable Yes M No NiA 1Ii PLATE i Bend Test Results Type Bends: Side BendsMX Root and Face BendN/A I2 EA. Results: PassC]X Fail NIA Macroetch Test Results OCE: S es QUALIFIED FOR Acceptable YesN/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G Q2G NIA 5G NIA 6G N/A (T) Min. 1/8" Max 314" DI'ameter 4" TO UNLIMITED Plate 1G, FX-12G NIA 3G NIA 4G F7X M Min.1/8" Max - jJNLIM1TED Consumable Insert[N/Al Backing Type STEEL Fillet: Pie 1F X 12F M4F M5F `N/A (T) Min. 1/8" Max UNLIMITED Plate 1F Q21F rX 3F NIA 4F ®(T) Min. 1/8" Max UtyLIMITED -Vertical Up N/A Down NIA Single Side �X U1GUMSide N/A The above named person is qualified for the welding process (as) used in this t within the limits of essential variables shown above, including material and filler metal variables of the AW II lord for welder certification and .ANSI / AWS D1.1-98 Code or Standard. " 11 Signed By Date Tested 9/11/03 T s NlsorLIJ AWS aa: I .A r� a�e�o weel.:a JAN-2.7-2004(TUE) 10:11 LAW STEEL INC, (FAX)909 922 2391 P. 006/007 WELD CERT 1215 S. FIERMGSA ST. BANNING, CA. 92220 (909)849-3127 WELDER QUALIFICATION TEST RECORD Eye Correctlon Required Yes N/A No 0 Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JUSTIN ROADY Card N o. NIA Welder �X Operator NIA I.D. N #450. Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. NIA Test No. FIG 4.24 (A) Process(es) SMAW Manual[j] Semi-AutomaticN/A Automa' JcrN-1A-j Machine NIA Test Base Metal Specification A-35 GR - B Shielding Gas NIA _ Flow Rate N/A— AWS /A`"AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A6.6- Se 1/8"&6/32" Backing YesEENoFN—/A-j Consumable Insert Yes N/A No FXJ Double Welded N/A or Single Welded ®Short Circuiting Are MAW) Yes N/A No 0 . Current AC N/A DC Q Back Purging Yes rN—/A-1 No F 7X ®� TEST RESULTS Visual Test Results Acceptable Yes 0 No N/A 1 I'i PLATE Bend Test Results Type Bends: Y Side Bendsf XX Root and Face Bend NIA 2 EA. Results: PassOX Fail N A I. Macroetch Test Results j PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe lG ®2(3 [ZX 5G NIA 6G N/A (T) Min. 1/9' Max 3/4" Diameter 4" TO UNLIMITED Plate 1G r—X-12G 03G ®4GN A t'T) Min. 1/8" Max (,UNLIMITED Consumable Insert N A Backing Type STEEL Fillet , Pipe 1F ®2F [Z]4F N/A 5F N/A (I•) Min. 1/9' Max UNLIMITED Plate 1F ®2F M3F Q4F N/A (T) Min. 118" Max UNLIMITED Vertical Up f NIA ' Down . NIA Single Side' Double Side N/A The above named person is qualified foi the welding process (es) used In this test within the limits of essential variables shown above, Including material and filler metal variables of the AWS sta dard fo Ider certification and ANSI / AWS D1.1-98 Code or Standard. - Signed By Date Tested 9/11/03 i T t Su r AWS amIm :a • , JAN-27-2004(TUE) 10:11 LAW STEEL INC. (FAX)909 922 2391 P.007/007 JUL-02-SS 09,16 FROHiANVIL.w' lD13130671I� 26 PAGE 21`1 EPRWECT AN �� L 1 M W. OHAMIMEA ROLOAHACmdENT jr N 6ELLINOHAA4 WA !!02@ p p •{y _. COMA. LfC.oAH-Y1.LG7T10H. BOAATORISS C®��OfV11 IO� - TELfPHOHEli60)6Tt•t4W 'T10H ►AX (SOOj !71.1[97 , WELDER AND WELDER OPERATOR OUAUFICATION TESI REPORT PROJECT .1e19(o 5 s/a•d/�,d5 TEST REPORT NUMBER CONTRACTCR JOB NUMBER '•K O�� ATTENTION: __li1 DATE / II WELDER'S NAME SOCIAL SECURfTY NO. I WEI INa 000E WELD PROC. NO. b REV. NO. U > WELD PROCESS POSRION BASE MATERIAL 4--76- PLAT£ ❑ .PIPE 1.I G � 7 C PLA E THICKNE55 I' PIPE 0LkMAi. TMICK. ' RANGE UWFIED ` WELD JOINT 15• GROOVE ❑ FILLET Dol r• •- THICK. �,� BACKING WELD PROGRESSION ,:, CRAFT L'J YES �P UR le.1 ✓ �� /t O NO F DOWN ❑ RTL SHAW CURRENT j POLARfTY F1� s`P�C. NO. I [AND TR OEONAMEE ❑ AC I `N}Ititl/BER C OC � REVERSE GTAW CURRENT PdIARITY F1U.ER SPEC. NO. GAS I GANG TRADE O ADEKW � 1 Cl AC C STFAGHT F NUMBER ❑ OC CURRENT I C REVERSE POLAFUfY FILLER SPEC. NO. ! GAS LAS(3MAW ❑ CAND TFICAEONAMEE I AC ❑ ST RNGHT F NUMBER ❑ DC G _ REVEFIss I RADIOGRAPHIC TEST' ' FILM 10ENTIFICATION I RESULTS COMMENTS: *eL--TEST �G/ ' DATE CONDUCTED BY ANL CORPORATION: PEA VI I AWL NOE TECHNICIAN LEVEL 11: PEA LAS NO. I+ GUIDED"KENO TEST RESULTS I TYPE � RESULT TYPE II RESUL J& 0: -3r, A0 G Ae uJ IOr I; JM r tv r ue, the undersigned, certify that the statenent3 In this record are carrot[ Ld s � I; that the neids "red - acid testes In accordance with the r irelrtnts of //—� d�%4P t I' hW4LIFACTURES SCO TPAC:TOR a WITNESSED AUTHO DATE DATE II uavt� est ORIGINAL f COHTAACTOR YELLOW I CLIENT PINK r AMNIA uuLu i H.u.h. TITLE 24 REPORT b Title 24 Report for: Parcel•3-Commercial Building 47040 Washington St. ,& 47th La Quinta, Ca 92253 . ' Project Designer: Prest Vuksic Architects 74-020 Alessandro, #C Palm Desert, Ca 92260 (760) 779-5393 'Report Prepared By: m Tim Scott H'& H Air. Conditioning 74-991 -Joni Drive #20 Palm'Desert, CA 92260-2043 (760.) 340-3088 Job Number: 'CITY -OF LA QUINTA BUILDING & SAFETY DEPT. -APPROVED FOR CONSTRUCTION _ • � Dater •� �►�� , DATE 1/21/03 r IcyThe EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is ithorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415),883-5900. -- EnergyPro 3.1 By EnergySoft TABLE OF CONTENTS Cover Page 1 Table of Contents - 2 Nonresidential Performance Title 24 Forms 3 ; Form ENV -MM Envelope Mandatory Measures 14 Form LTG -4 Tailored LPD Summary and Worksheet 15 Form LTG -5 Room Cavity Ratio Worksheet 16 Form LTG -MM Lighting Mandatory Measu,res 17 ' Form MECH-MM Mechanical 'Mandatory Measures 18 HVAC System Heating and Cooling Loads Summary 20 j Room Load Summary -22 { Room Heating Peak Loads Room Cooling Peak Loads 26 ' Room Cooling Coil Loads _ 30 ' pr t I User Number: 5533 EnergyPro 3.1 By EnergySoft Job Number: r 3ERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 NAME DATE �ROJECT Parcel 3 -Commercial Building ILDING TYPE NONRESIDENTIAL 1/21/03 PROJECT ADDRESS HOTEL/MOTEL GUEST ROOM ASE OF CONSTRUCTION NEW CONSTRUCTION 47040 Washington St. & 47th La Quinta ADDITION ❑ ALTERATION El EXISTING + ADDITION PRINCIPAL DESIGNEI:V---ENVELO-P TELEPHONE Building Permit # Prest Vuksic Architects (760) 779-5393 DOCUMENTATION AUTHOR H & H Air Conditioning TELEPHONE (760) 340-3088 Checked by/Date Enforcement Agency Use ms i-.emncate or uompnance fists the Miaing Teaiures ana perrormance speciTicatlons neeaea to compiy with I itle 24, , of the State Building Code. This certificate applies only to a Building using toe performance compliance approach. Tim Scott The Principal Designers hereby certify that the proposed building design represented in the construction documents and Modelled or this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this )ermit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. IBJ F-] F] 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to i sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. t Fi Ej ❑ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section j 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. n ❑ ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms �Y CLVrC VCJIV IYCR IYMIYIG Prest Vuksic Architects Indicate location on plans of Note Block for Mandatory Measures Required Forms CIPAL LIGHTING nFSIGNFR _ NAMF I SIGNATIIRF i Indicate location on plans of Note Block for Mandatory Measures Required Forms :l.f1M1Y1VML VCJIV IYGR � IYMIYIG H & H Air Conditioning -1 ECH-1, MECH-2, MECH-3 S (OS 'E ori( /Q3 . IEnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:3 of 33 5,123 Sq.Ft. 15 ILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM ASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ❑ ALTERATION El EXISTING + ADDITION ms i-.emncate or uompnance fists the Miaing Teaiures ana perrormance speciTicatlons neeaea to compiy with I itle 24, , of the State Building Code. This certificate applies only to a Building using toe performance compliance approach. Tim Scott The Principal Designers hereby certify that the proposed building design represented in the construction documents and Modelled or this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this )ermit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. IBJ F-] F] 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to i sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. t Fi Ej ❑ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section j 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. n ❑ ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pusuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code ae printed in full in the Nonresidential Manual.) Indicate location on plans of Note Block for Mandatory Measures Required Forms �Y CLVrC VCJIV IYCR IYMIYIG Prest Vuksic Architects Indicate location on plans of Note Block for Mandatory Measures Required Forms CIPAL LIGHTING nFSIGNFR _ NAMF I SIGNATIIRF i Indicate location on plans of Note Block for Mandatory Measures Required Forms :l.f1M1Y1VML VCJIV IYGR � IYMIYIG H & H Air Conditioning -1 ECH-1, MECH-2, MECH-3 S (OS 'E ori( /Q3 . IEnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:3 of 33 PERFORMANCE. CERTIFICATE OF COMPLIANCE . Part 2 of 3 PERF -1 DATE Parcel 3 -Commercial Building 1/21/03 ANNUAL SOURCE ENF=RG7_M bUMMARY u sq -yr , Standard Proposed Compliance , ENERGY COMPONENT Design Design ,, Margin € Fropms „ . _� Space Heating - Space Cooling Indoor Fans Heat Rejection0.00 Pumps &,Misc. Domestic Hot Water' Lighting Receptacle' Pro6ss0.00 1.41' 2.34 -0.94Y2�'.. , wV�; r a ° �.�.� ��` " '0 r ' 58.15 51.12. 7.03 18.56 22.49 -392' 0.00 0.00 0.00o.00 000 4.53 4.53 0.00 35.37 .. 33.96 „ 1.41 22.72 22.72 0.00RR .. 0.00 0 00 - > TOTALS: . o uwr �o zo 30 ao so � • �"s.� ; � , kah�Sglpyt ." �� 2 x�%y�r � �� 140.74 � a 137.17 3.57 GENERAL INFORMATION Building Orientation (south)180 deg Conditioned Floor Area 5,123 sgft. y Number of Stories 2 Unconditioned Floor Area 0 sgft: ' Number of Systems . 5 Conditioned Footprint Area 2,973 sgft. Number of Zonesr 2 , Orientation, Gross Area Glazing Area Glazing Ratio _Front Elevation (south) 963 sgft. 478 sgft, 49.6% , 'Left Elevation - (West) 999 sgft. 320 sgft. 32.0% Rear Elevation " (North) .. 972 sgft. 376 sgft. 38.7% Right Elevation (East) 1,035 sgft. 106 sgft. 10.2% Total •. 3,969 sgft. 1,280 sgft. 32.2% Roof 2,973 sgri O sqh. Standard Proposed Lighting Power Density . - < 1.200 wisgft. 1.152 wisgft. Prescriptive Env. Heat Loss ... i,oi3 1,814 Prescriptive Env. Heat Gain 121,231 183,934 .' emar s: Run InitiationTime: - un, o e: 1043172037 EnergyPro 3.1 By EnergySoft . User Number: 5533 1 Job Number: .. Page:4 of 33 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 'PERF -1 The local entorcement agency should pay special attention to the items specmeo in tors cnecKnst. , i nese Mems 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. Plan Field f f The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. , •Authorized Signature or Stamp i Run InitiationTime: un Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:5 of 33 OJECT NAME. Parcel 3 -Commercial Building DATE 1/21/03 System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)l Port. LPD (W/sf)1 Ctrl. . Credits (W/sf)2 Tailored Proc. Loads . (Wlsf) (W/sf)3 HVAC -1, 2 & 3 First Floor Comp Bldg Office 2,973 1.162 0.000 HVAC -4 & 5 Second Floor Comp Bldg Office 2,150 1.139 0.000 Notes: 1. See LTG -1 (items marked with asterisk, see LTG -2 by others) 2. See LTG -3 3. See LTG4 Items above require special - documentation , The local entorcement agency should pay special attention to the items specmeo in tors cnecKnst. , i nese Mems 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. Plan Field f f The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. , •Authorized Signature or Stamp i Run InitiationTime: un Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:5 of 33 4 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 UJLUT NAME DATE Parcel 3 -Commercial Building 1/21/03 Site Assembled Glazing Lj .'MI WUn " ounuuiy w-- ivv,vvv STIR V1 t.rM diiu iv,vuv 5qn venicai giazrrrg tnen rvrnt, t,eruncaaon is requirea. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 60 1.190 # Surface Type Framing Type Act. Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments 1 Roof Wood 823 0.035 0 20 IX I R-30 Roof(R.30.2x12.16) First Floor 2 Wall Wood 257 0.065 0 90 IX R-19 Wall (W.19.2x6.16) First Floor 3 Wall Wood 536 0.065 90 90 IX R-19 all (W.19.2x6.16) First Floor 4 Wall Wood218 X a x irst_ oor 90 a oo First Floor X a (W.19.2x6.16) Firstoor 70 1.190 00 00 0.67 Single -Metal Tinted X oo xSecond Floor 7 a oo 180 0.67 X a xSecond Floor a oo 8 Window 48 1.250 180 a x6.16) `Se c-o-n-ff F I o o r -ITVVa a ood 267 9 Window 12 1.190 Wall (W.19.2x6.16)econ oor 0.67 Single Metal Tinted oo First Floor X a (W.19.2x6.16) econ oor 180 0.67 Single Metal Tinted First Floor 11 Window 48 1.250 180 0.67 1 Single Metal Tinted First Floor 12 Window 12 1.190 180 0.67 Single Metal Tinted First Floor 13 Window 72 1.190 180 0.67 Single Metal Tinted First Floor 14 lWindow 64 1.190 _6_T__ 270 0.67 Single Metal Tinted First Floor 15 Window 1.190 270 0.67 Single Metal Tinted First Floor LILI # Exterior Shade Type SHGC Window Hgt. Wd. 7-TMTRA Hgt. LExt.RExt. I ION SO Fin Hgt. Right Fin Dist. Len. Hgt. 1 None 0.76 8.0 Site Assembled Glazing Lj .'MI WUn " ounuuiy w-- ivv,vvv STIR V1 t.rM diiu iv,vuv 5qn venicai giazrrrg tnen rvrnt, t,eruncaaon is requirea. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 60 1.190 0 0.67 Single Metal Tinted First Floor Window 60 1.190 0 0.67 Single Metal Tinted First Floor 3 Window 72 1.190 0 0.67 Single Metal Tinted First Floor 4 Window 64 1.190 0 0.67 Single Metal Tinted First Floor 5 Window 58 1.190 90 0.67 Single Metal Tinted First Floor 6 Window 70 1.190 180 0.67 Single -Metal Tinted First Floor 7 Window 4 2 1.190 180 0.67 Single Metal Tinted First Floor 8 Window 48 1.250 180 0.67 Single Metal Tinted First Floor 9 Window 12 1.190 180 0.67 Single Metal Tinted First Floor 10 Window 12 1.190 180 0.67 Single Metal Tinted First Floor 11 Window 48 1.250 180 0.67 1 Single Metal Tinted First Floor 12 Window 12 1.190 180 0.67 Single Metal Tinted First Floor 13 Window 72 1.190 180 0.67 Single Metal Tinted First Floor 14 lWindow 64 1.190 _6_T__ 270 0.67 Single Metal Tinted First Floor 15 Window 1.190 270 0.67 Single Metal Tinted First Floor # Exterior Shade Type SHGC Window Hgt. Wd. Overhang Len. Hgt. LExt.RExt. Left Dist. Len. Fin Hgt. Right Fin Dist. Len. Hgt. 1 None 0.76 8.0 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0 2 None 0.76 8.0 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0 3 None 0.76 8.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0 4 None 0.76 8.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 5 None 0.76 8.0 7.2 2.0 0.1 .2.0 2.0 0.1 2.0 0 0.1 2.0 0 6 None 0.76 8.0 8.8 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 7 None 0.76 8.0 1.5 2.0 0.1 2.0 2.0 0.0 0.0 0 0.1 2.0 0 8 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 9 None 0.76 8.0 1.5 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 10 None 0.76 8.0 1.5 2.0 0.1 2.0 2.0 0.0 0.0 0 0.1 2.0 0 11 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 12 None 0.76 8.0 1.5 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 13 None 0.76 8.0 9.0 2.0 0.1 2.U_72.0 0.1 2.0 0 0.1 2.0 0 None 0.76 8.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 5 None 0.76 8.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 Run InitiationTime: 01/21103 10:00:37 Run Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:6 of 33 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 Parcel 3 -Commercial Building 1/21/03 Gains Tilt Y/N Form 3 Reference Location Comments •g vill- ■•• • • 11 111 •' • • 1 111 •" • _ • k • • • 11 • -• • • _•- # Type Area JU-Fac. Act. Azm. I SHGC Glating Type Location / Comments ,gnk6 1window 64 1.190 270 0.67 Single Metal Tinted First Floor 7 Window 40 1.190 0 0.67 Single Meta Tinted Second Floor 18 Window 40 1.190 0 0.67 Single Metal Tinted Second Floor 19 Window 40 1.190 0 0.67 Single Metal Tinted Second Floor 20 Window 48 1.190 90 0.67 Single Metal Tinted econd Floor 21 Window 48 1.190 180 0.67 Single Metal Tinted econd Floor 22 lWindow 12 1.190 180 0.67 Singe Metal Tinted econd Floor 23 Window 48 1.250 180 0.67 Single Metal Tinted econd Floor 24 Window 12 1.190 180 0.67 Single Metal Tinted econd Floor 25 Window 12 1.190 180 0.67 Single Metal Tinted econd Floor 26 Window 48 1.250 180 0.67 Single Metal Tinted econd Floor 27 Window 12 1.190 180 0.67 Single Metal Tinted Second Floor 28 lWindow 48 1 1.190 1 270 1 0.67 1 Single Metal Tinted Second Floor 29 Window 40 1 1.190 270 1 0.67 Single Metal Tinted Second Floor 30 Window 40 1 1.190 270 0.67 Single Metal Tinted Second Floor # Exterior Shade Type SHGC Window Hgt. Wd. Overhang en. gt. xt. xt. Left D ist. L Fin en. gt. - R ig 7t Tin Dist. Len. gt. 16 None 0.76 8.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 17 None 0.76 5.0 8.0 2.0 0.1 2.0 2.0 0.0 0.0 0 0.1 2.0 0 18 None 0.76 5.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.0 0.0 0 19 None 0.76 5.0 8.0 2.0 0.1 2.0 2.0 0.0 0.0 0 0.1 2.0 0 20 None 0.76 8.0 6.0 2.0 0.1 2.0 2.0 0.0 0.0 0 0.0 0.0 0 21 None 0.76 8.0 6.0 8.0 0.1 8.0 8.0 22 None 0.76 8.0 1.5 10.0 0.1 10.0 10.0 23 None 0.76 8.0 6.0 10.0 0.1 10.0 10.0 24 None 0.76 8.0 1.5 10.0 0.1 10.0 10.0 25 None 0.76 8.0 1.5 10.0 0.1 10.0 10.0 26 None 0.76 8.0 6.0 10.0 0.1 10.0 10.0 27 None 0.76 8.0 1.5 10.0 0.1 10.0 10.0 28 None 0.76 8.0 6.0 10.0 0.1 10.0 10.0 9 None 0.76 5.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 0None 0.76 5.0 8.0 2.0 0.1 2.0 2.0 0.1 2.0 0 0.1 2.0 0 Run Initiation Time: 01/21/03 0:00:37 Run Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Pagel of 33 LIGHTING COMPLIANCE SUMMARY Part 1 of 2 LTG -1 Parcel 3 -Commercial Building 1/21/03 LAMPS 1, BALLASTS 17Cuminaire Code LUMINAIRE DESCRIPTION TYPE DESCRIPTION # Watts Per Lamp DESCRIPTION # tN # Watts Total Watts r (4) 4 ft Fluorescent T12 Elec F40T12 4 40 Electronic ' 2.0 X41 144.0 5,904 - For Suilclina Department use Only • 5,904 .Lighting Schedule on Plans Shows Exterior Lighting Subtotal from this Page Meets Total0 5,904 Portable Lighting (From LTG -1) Efficacy and Control Requirement ofg130(c) , Less Control Credit Watts (From LTG -3) �0 Control Requirements of§131(f) 5,904 Adjusted Actual Watts CONTROL IDENTIFICATION NOTE TO ='FIELD'. IN CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD , r - For Suilclina Department use Only Run Initiation Time: un Code: 1043172037, EnergyPro 3.1 By EnergySoft • User Number: 5533 Job Number: Page:8 of 33 U LIGHTING COMPLIANCE SUMMARY Part 2 of 2 LTG -1 Parcel 3 -Commercial Building ' k; - 1/21/03 OR ZONE ID (W/sgft) (SF) Second Floor 2,150 1 rALWAIT (B X C) TOTAL 0 0 a ROOM # OR ZONE ID F PORTABLE LIGHTING Descrintion # OF FIXT. o LUMIN. WATTS PER FIXTURE 0 TASK AREA (SF) 0 # OF TASK AREAS o a TOTAL TOTAL AREA (SF) WATTS ID x El IC x EI First Floor 2,973 1 2,973 Second Floor 2,150 1 2,150 ROOM # OR ZONE ID %avuurnP%r% I - r vr% I ho BUILDING SUMMARY BUILDING Run nitf TOTAL I 5,123 I 0 TOTAL AREA (SF) Designer needs to provide detailed documentation that the ligl level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. 0 (FROM TABLES 1A+18+1 C) (FROM TABLES 1A+1B) 5,123' 0 Ime: un Code: 1043172037 Number: 5533 Job Number: Page:9 of 33 CERTIFICATE OF COMPLIANCE • • - Performance MECH-1 Parcel 3 -Commercial Building , 1/21/03.MECHANICAL SYSTEMS , SYSTEM NAME NOTE TO TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ' ELECTRIC HEAT? FAN CONTROL .'. VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION- - OUTDOOR DAMPER CONTROL ECONOMIZER TYPE ' DESIGN O.A. CFM (MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATIONR-VALUE - Yes COOLING DUCT LOCATIO R -VALUE CEILING/ROOF SPACE • - CODE TABLES: Enter code from table below into columns above.-. HEAT PUMP THERMOSTAT? DHW Heater HVAC -1, 2 & 3 HVAC -4 & 5 FIELD FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer n/a Programmable Switch . Programmable Switch VAV MINIMUM POSITION CONTROL? n/a Heating & Cooling Requir d Heating & Cooling Require( OUTDOOR DAMPER n/a n/a n/a : Air Balance — C:'Outside Air Cert. M: Out. Air Measure D: Demand Control N: NaturalControl 11 n/a • Yes Y - Yes PIPE INSULATION REQUIRED? n/a':- 0.0 kW 0.0 kW n/a ., Constant Volume . Constant Volume n/a No No n/a No - No n/a Constant Temp Constant Temp n/a Constant -Temp 'Constant Temp n/a n/a n/a n/a Air Balance Air Balance i n/a Auto Auto n/a No Economizer No Economizer n/a 446 cfm 322 cfm Gas Fired ° Heat Pump Heat Pump t .. 78% 7.70 HSPF 7.40 HSPF Standard Gas 50 gal or Le s Split DX Split DX n/a 12.0 SEER / 10.7 EER 12.0 SEER/ 10.1 EER na Yes ; Yes - Yes- Yes, Yes Yes n/a n1a Ducts in Attic 4.2 Ducts in Attic 4.2 n/a n/a Ducts in Attic 4.2 Ducts in Attic 4.2 n/a ,' No - No • - CODE TABLES: Enter code from table below into columns above.-. HEAT PUMP THERMOSTAT? Y: Yes N: No ? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both. ,. Enter Number of Isolation Zones. - I: Inlet Vanes P: Variable Pitch - V: VFD O; Other C: Curve` VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT / COOL? HEAT AND COOL SUPPLY RESET? - VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? : Air Balance — C:'Outside Air Cert. M: Out. Air Measure D: Demand Control N: NaturalControl 11 A: Auto. - G: Gravity it W: Water N:.Not Required ,. EC: Economizer See Section 144(e)3 Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPAC v i w i v rir-Lu - ror ounaing uepartment use vmy ,fir,{ 4 -�. a � E'' a,p � s . : � � � Y.. • t .. _ _ Run InitiationTime: un Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 10 of 33 • _ � '• .- _fir , 4 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 ROJECT NAME DATE Parcel 3 -Commercial Building 1/21/03 f COOLING _ - i CARRIER-38YFW0W8C Efficiency Tons PUMPS —� Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control 3 48,000 0.0 7.70 HSPF 48,000 36,96012.0 SEER / 10.7 EE No Economizer CARRIER 50 X060 Split DX 2 57,000 0.0 7.40 HSPF 57,500 44,25012.0 SEER/ 10.1 EERNo - Economizer I i Energy Factor or Recovery Efficiency Standby Loss or Pilot TANKINSUL. System Name System Type Distribution Type t Qty Rated Input Vol. (Gals.) Ext. 1 R -Val. Standard Gas 50 gal or Less Small Gas Standard 1 40,000 50 0.52 n/a 12I 1 71 CENTRAL SYSTEM FAN SUMMARY System Name Fan Type EATIPTG COOLING _ - i CARRIER-38YFW0W8C System Name System Type Qty. Output Aux. kW Eff. Output Sensible Efficiency Economizer Type CARRIER 50G7C060 CARRIER 38YRA048C31 Split DX 3 48,000 0.0 7.70 HSPF 48,000 36,96012.0 SEER / 10.7 EE No Economizer CARRIER 50 X060 Split DX 2 57,000 0.0 7.40 HSPF 57,500 44,25012.0 SEER/ 10.1 EERNo - Economizer 71 CENTRAL SYSTEM FAN SUMMARY System Name Fan Type SUPPLY FAN Motor Drive Motor Location CFM BHP Eff. Eff. RETURN FAN Motor Drive I CFM BHP Eff. Eff. CARRIER-38YFW0W8C Constant Volume Blow -Through 1,600 0.50 77.0% 100.0% none I-- - { _ CARRIER 50G7C060 Constant Volume Draw -Through 2,000 0.60 77.0% 100.0% none i 71 EnergyPro 3.1 By EnergySoft User Number: 5533 1Job Number: Page: 11 of 33 MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 ROJECT NAME Parcel3-CommercialBuilding DATE 1/21/03 ONE TERMINAL SUMMARY 7 Zone Name System Type Qty. Min. CFM Ratio Reheat Coil BHP Motor Eff. Drive Eff. Type Output --Ty—P-e--jDelta7CFM Room Name Qty. CFM BHP Motor Eff. Drive Eff. Room Name Qty. CFM BHP Motor Eff. Drive Eff. Run InitiationTime: un Code: 1043172037 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 12 of 33 MECHANICAL VENTILATION MECH-3 IF Parcel 3 -Commercial Building ( 1/21/03 a © a o 0 0© o -o 0 0 AREA BASIS OCCUPANCY BASIS REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOF AIR CFM VAV MIN. RATIO TRANS FER AIR ZONE/SYSTEM COND. AREA (SF) CFM PER,SF MIN. CFM . (B x C) NO. 1 OF PEOPLE CFM PER PERSON . CFM ,(ExF) First Floor 2,973 0.15 446 446 446 HVAC -1, 2 & 3 Total 446 446 Second Floor 2,150 0.15 322 322 322 HVAC -4 & 5 Total . 322 322 4 . EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 13 of 33 - L ENVELOPE MANDATORY MEASURES ENV -MM Parcel 3 -Commercial Building 1/21/03 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. [X]�y� § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating i and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2: lJ , §1W(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. U § 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). LJ § 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. 1 I ❑ §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. 1 I I EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 14 of 33 _ J FAILORED LPD SUMMARY and WORKSHEET Part 1 of 3 LTG -4 .CT NAME �� • `� ..,.. .. ; 3-.,f..• ;,.. Parcel 3 -Commercial Building 1/21/03 1. Watts for Illuminance Categories A -D (from column G) 0 watts 2. Watts for Illuminance Categories E-1 (from LTG -4 Part 2)Q watts 3. Watts for Display Lighting (from LTG -4 Parts 2 & 3) 0 + 0 + 01 1 = 0 wafts Public Area Display Sales Feature Floor Display Sales Feature Wall Display 4. Total Allowed Wafts (lines 1+2+3). > 0 watts a ROOM NAME uminance luategones , TASK/ACTIVITY ancl 13 ana Gr a ILLUMINANCE CATEGORY A A oss Sales Arf FD-] ROOM CAVITY RATIO 1.12 1.30 �a. FE] FLOOR AREA 0 0 a � a ALLOWED ALLOWED WATTS LPD (E x F) 0.20 0 0.20 0 PAGE TOTAL BUILDING TOTAL 55,123 SF WATTS EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 15 of 33; - 1 i i 1 ROOM CAVITY RATIO WORKSHEET (RCR>=3.$) LTG -5 uHIt Parcel 3 -Commercial Building I 1/21/03 4 4 (LIGHTING MANDATORY MEASURES LTG -MM Parcel 3 -Commercial Building 1/21/03 DESCRIPTION Designer Enforcement [XI § 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.. 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. § 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 § 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. § 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. w u § 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. _ L"X1 § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 wafts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. U § 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. [XI § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell control on the roof and 4 a corresponding relay in the electrical panel, or uses an astronomical time clock. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. ❑, § 130(c) Efficacy of Exterior Lights: Exterior mounted fixtures with lamps over 100 Watts i served from the electrical panel inside the building have a source efficacy of at 1 least 60 lumens per Waft, or are controlled by a motion sensor. �J EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 17 of 33 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM Parcel 3 -Commercial Building 1/21/03 DESCRIPTION Designer IEnforcement 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. [XJ § 115(a) Fan type central furnaces shall not have a pilot light. L"J § 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. U§ 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: r L'J § 122(e)1A Each space conditioning system serving building types such as offices and i 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 I accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and -has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or § 122(e)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. u § 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. i F§ 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. P(l § 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 _I 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. [XI § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. F] § 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 3.1 By EnergySoft User Number: 5533 Job Number: Page: 18 of 33 VIECHANICAL MANDATORY MEASURES Part 2.of 2 MECH-MM Parcel 3 -Commercial Building 1/21/03 Description Designer Enforcement Ventilation § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. ❑ § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. u § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion' air openings. § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau(NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or ❑ § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and 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 the person with overall responsibility for the design of the ventilation system; or § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or '--) remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or. '[X] § 121(f)4 Another method approved by the Commission. 1 Service Water Heating Systems —I ❑ § 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. i U § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. [X] § 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. i 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 OJS,gallons/cycle (foot switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 19 of 33 I HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY FDROJECT NAME DATE ' Parcel 3 -Commercial Building 1/21/03 YSTEM NAME FLOOR AREA HVAC -1, 2 & 3 2,973 ----i Number of Systems 3 Heating System Output per System 48,000 Total Output (Btuh) 144,000 Output (Btuh/sqft) 48.4 Cooling System Output per System 48,000 Total Output (Btuh) 144,000 Total Output (Tons) 12.0 Total Output (Btuh/sqft) 48.4 Total Output (sgft/Ton) 247.8 Air System CFM per System 1,600 Airflow (cfm) 4,800 Airflow (cfm/sgft) 1.61 Airflow (cfmrron) 400.0 I Outside Air (%) 9.3 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 I COIL HTG. PEAK CFM ISensiblel Latent I CFM I Sensible 4,915 87,084 13,114 4,859 68,156 0 4,354 3,408 0 0 446 17,145 6,927 446 20,565 0 0 4,354. 3,408' 112,945 20,040 95,5361 (HVAC EQUIPMENT SELECTION I CARRIER 38YRA048C31 110,909 16,752 Total Adjusted System Output 110,909 16,752 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 4 pm 94,705 94,705 Jan 12 am 26.0 of 65.3 of 65.3 of 83.8 of i i Supply Air Ducts ; Outside AirQ 446 cfm 83.2 OF i Supply Fan Heating Coil 4800 cfm ROOMS j 69.3 OF 70.0 of Return Air Ducts E I i 111.0/77.6OF 78.2/64.5OF 78.2/64.50F = 56.5/55.40F Outside Air 446 cfm ,74.9163.0 of Supply Fan Cooling Coil 4800 cfm Supply Air Ducts 57.4 / 55.8 of 53.7% R.H. ROOMS 74.0 162.7 of Return Air Ducts �i EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Pa6e:20 of 33 L 4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Parcel 3 -Commercial Building 1/21/03 YSTEM NAME FLOOR AREA HVAC -4 & 5 2,150 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM I Total Room Loads 3,658 Return Vented Lighting Return Air Ducts Return Fan Ventilation 322 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK , Sensible Latent CFM Sensible 60,804 9,483 2,887 40,4191 0 -- i 3,040 2,021 1 0 0 12,447 4,428 322 14,9381 0 01 3,040 2,021 79,331 13,91 1 59,400 Heating System Output per System 57,000 Total Output (Btuh) 114,000 Output (Btuh/sqft) 53.0 Cooling System Output per System 57,500 Total Output (Btuh) 115,000 Total Output (Tons) 9.6 Total Output (Btuh/sgft) 53.5 Total Output (sgft/Ton) 224.3 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 74,97 _. - 74,975 Jan 12 am CARRIER 50GX060 85,013 17,361 Airflow (cfm) 4,000 Airflow (cfm/sgft) 1.86 Airflow (cfmrron) ' Outside Air (%) 417.4 8.1 Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 85,013 17,361 Jul 4 pm Outside Air (cfm/sgft) 0.15 Note: values above given at ARI conditions (Airstream I empera ures at I Ime of Heating ea 26.0 OF 66.0 OF 83.6 of 83.6 of Supply Air Ducts Outside Air 5 ; 322 cfm 83.2 of I Heating Coil Supply Fan 4000 cfm ROOMS 70.0 of 69.5 ck Return Air Ducts IE j 1 (Airstream Temperatures at Time of Cooling ea 111.0 / 77.6 of Outside Air 322 cfm ' 74.7163.5 of 77.6 / 64.8 of 57.7 / 56.7 of 57.7 / 56.7 of Supply Air Ducts Cooling Coil Supply Fan 58.4 / 56.9 of 1 4000 cfm 55.8/° ° R.H. ROOMS 74.0 163.3 of Return Air Ducts I EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:21 of 33 L— ROOM LOAD SUMMARY ECT NAME Parcel 3 -Commercial Building _M NAME HVAC -1, 2 & 3 1/21/03 R AREA • 2,973 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 First Floor irs oor 1 4,919 87,151 13,131 . 4,915 87,084 13,114 •4,859 68,156 7 R a. L. PAGE TOTAL 1 4,915 V,084T 13,114 4,859 68,156 TOTAL. 4,915 87,084 114 ,• 13, 4,859 68,156 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 22 of 33 ROOM LOAD SUMMARY ROJECT NAME Parcel 3 -Commercial Building DATE 1/21/03 YSTEM NAME HVAC -4 & 5 FLOOR AREA 2,150 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 Second Floor Second oor 1 3,658 60,804 9,483 3,658 60,804 9,483 2,887 ' 40,419 r PAGE TOTAL 3,658 60,804 9,483 2,887 40,419 TOTAL 3,658 60,804 9,483 2,887 40,419 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page:23 of 33 I ROOM HEATING PEAK LOADS Parcel 3 -Commercial Buildin Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction Date 1 /21 /03 Design Conditions First Floor Time of Peak Jan 12 am 2,973 Outdoor Dry Bulb Temperature 26°F i 70 of Area U -Value AT of Btu/hr R-30 Roof (R.30.2x12.16) surface 823.0 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 R-19 Wall (W.19.2x6.16) 1,377.0 Single Metal Tinted 696.0 Single Metal Tinted 96.0 Slab -On -Grade perimeter 242.0 ' Items shown with an asterisk (') denote conduction through an interior to another room. 0.0347 0.0655 1.1900 1.2500 Infiltration: I 1.00 x 1.064 x 2,973 x 9.00 x 0.50 / 60� Sche u eSensi a rea ei mg eig t A Fraction 1 TOTAL HOURLY HEAT LOSS FOR ROOM 68,156 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 24 of 33� ROOM HEATING PEAK LOADS Imoject Title Date i arcel 3 -Commercial Building 1/21/03 Room Information Design Conditions Room Name Second Floor Time of Peak Jan 12 am Floor Area 2,150 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Conduction R-30 Roof(R.30.2x12.16) 2,150.0 x 1,312.0 X 392.0 X 96.0 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 surface to another room. R-19 Wall (W.19.2x6.16) Single Metal Tinted Single Metal Tinted _ Items shown with an asterisk (`) denote conduction through an interior U -Value 0.0347 0.0655 1.1900 1.2500 Infiltration:I 1.00 1.064 2,150 x 9.00 x 0.50 / 60 Sche u e x X it Sensi a Area Cei mg eight ACH Fraction TOTAL HOURLY HEAT LOSS FOR ROOM AT o F Btu/hr x 44.0 = 3,285 X 44.0 = 3,778a X 44.0 = 20,5251 X 44.0 X — x x = j X = j X — I X = — X = 1 X x = X = _ X X = x = x = X — --- X X = x = I i X = X x = x = i x— — - --I x = x = x = X = x = x = x = I x = Page Total: 32,869: x 0 EnergyPro 3.1 By EnergySoft User Number: 5533 Job Number: Page: 25 of 33 40,419 ROOM COOLING PEAK LOADS 1 7 Parcel 3 -Commercial Building 1/21/03 nom Name oor Area ndoor Dry Bulb Temperature Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted Single Metal Tinted R-19 Wall (W.19.2x6.16) Single Metal Tinted R-19 Wall (W.19.2x6.16) •Single Metal Tinted R-19 Wall (W.19.2x6.16) First Floor I i Ime of Pea 2,973 Outdoor Dry Bulb Temperature 74C� Outdoor Wet Bulb Temperature Area 823.0 257.0 168.0 400.0 536.0 128.0 218.0 96.0 366.0 U -Value 0.0347 0.0655 1.1900 1.1900 0.0655 1.1900 0.0655 1.2500 0.0655 X X X X X X X x X DETD 1 = = = = = = = = = 50.6 37.5 23.3 23.3 36.6 23.3 35.6 23.1 57.0 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 = = = = = = = = = = 10 (North) 60.0 40 0.746 0.862 9 (North) 60.0 40 0.746 0.862 8 (North) 72.0 40 0.746 0.862 7 64.0 28 0.746 1.098 '(North) 1 (East) 58.0 26 0.746 2.218 12 (South) 70.0 26 0.746 1.198 1 (South) 12.0 26 0.746 1.198 D1 (South) 48.0 26 0.746 1.198 1 (South) 12.0 26 0.746 1.198 2 (South) 12.0 26 0.746 1.198 Page Total Jul 5 pm 109 j 77 cl� Btu/hr 1,4461 630; 4,650 11,072 1,284 3,543 508 2,770 1,365 �7,268� Btu/hr 1,5431 1,852 1,4681 -- -. �- �-_2,495 1 1,6_26! _1,115, 279 279 12,478 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr fights 1.0 x 2,973 X 1.162 Watts/sqft x 3.41 Btuh/Watt x 0.999 = 11,7821 Occupants 1.0 x 2,973 X 300 Btuhlocc. I 100 sgft/occ. X 1.00 = 8,9191 Receptacle 1.0 x 2,973 X 0.000 Watts/sgft x 3.413 BtuhlWatt x 1.00 = - 01 Process f1.0 x 2,973 x 0.000 Watts/sgft x 3.413 BtuhlWatt x 1.00 = - 01 Infiltration: 1.00 x 1.064 x 2,973 X 9.00 x 0.50 / 60 x 38 = 9,0171 c edule it ensi a rea e� it ng AeigF AC JJJJ pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 87,151 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 2,973 X 300 Btuh/occ. / 100 sgft/occ. = 8,9191 Receptacle 1.00 x 2,973 x 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 0� Process 1.00 x 2,973 x 0.000 Watts/sgft x 3.413 Btuh[Watt = 0 • Infiltration: 1.00 X 4 771 X 2 973 X 9.00 x 0.50 160 x 0.00396 = 4,212 c e u e Air Latent Area ei�Reig ACFI �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 13,131 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 26 of 33 I ROOM COOLING PEAK LOADS otect Title Parcel 3 -Commercial Building Date - ! 1/21/03 j Area ROOM INFORMATION DESIGN CONDITIONS SGF Room Name First Floor Time of Peak Jul 5 pm Weighting X X x x x x x x x x Floor Area 2,973 Outdoor Dry Bulb Temperature log `k 12 Indoor Dry Bulb Temperature 74 Cl: Outdoor Wet Bulb Temperature 77 Conduction Area U -Value DETD 1 Btu/hr 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 = = = = = = = = = = 12 (South) 48.0 26 0.746 1.198 2 (South) 12.0 26 0.746 1.198 3 (South) 72.0 26 0.746 1.198 (West) 64.0 222 0.746 0.459 (West) 64.0 222 0.746 0.459 6 (West) 64.0 222 0.746 0.459 Page Total Btu/hr 1,115 279 1,672 4,874 4,874 4,8741 =7,687� Sched. Weighting Btulhr Internal Gain Frac. Area Heat Gain '\ Factor Lights 1.0 x 2,973 X 1.162 Watts/sgft x 3.41 BtuhfWatt x 0.999 = 11,7821 Occupants 1.0 x 2,973 X 300 Btuh/occ. / 100 sgft/occ. x 1.00 8,9191, Receptacle 1.0 x 2,973 X 0.000 Watts/sgft x 3.413 Btuh[Watt x 1.00 = 0� rocess 1.0d X 2,973 x 0.000 Watts/sgft x 3.413 Btuh/Watt x1.00 0i �--- — Infiltration: 1.00 x 1.064 x 2,973 x g 9.g 0 x 0.50 / 6J x o 38 = 9,017' Che u e r Sensible Area Bilin Hei h C Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 87,151 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occup— 1.00 X 2,973 x 300 Btuh/OCC. I 100 sgft/oCC. _ 8,919 -- Receptacle 1.00 X 2,973 x 0.000 Watts/sgft X 1 3.413 Btuh/Watt = _ 0: Process 1.00 x 2,973 X 0.000 Watts/sgft x 3.413 BtuhlVVatt = 0 IECJauio. ,�Infiltration: X4771 x 2 973 X 9.00 X 0.50 / 6U1 X 0.00396 = �__ 4,2121 Ai'T en rea eilmg egg C AW - Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 13,131 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 27 of 33 ROOM COOLING PEAK LOADS ect Parcel 3 -Commercial Building I 1/21/03 Room Name Second Floor Time of Peak Jul 4 pm Floor Area 2,150 Outdoor Dry Bulb Temperature 111' Indoor Dry Bulb Temperature 74'� Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted R-19 Wall (W.19.2x6.16) Area 2,150.0 339.0 392.0 393.0 267.0 96.0 313.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0347 0.0655 1.1900 0.0655 0.0655 1.2500 0.0655 Orientation Area SGF SC (North) 40.0 x x X X x x x X X X 36 X x x x x x x X x X 0.746 (North) 40.0 36 0.746 (North) 40.0 36 0.746 (East) 48.0 35 0.746 (South) 48.0 35 0.746 (South) 12.0 35 0.746 (South) 48.0 35 0.746 (South) 12.0 35 0.746 (South) 12.0 35 0.746 (South) 48.0 35 0.746 DETD 1 60.7 = 37.5 = 24.6 = 39.5 = 38.5 = 23.7 = Page Total Weighting Factor 0.957 = 0.936 = 0.957 = 1.838 = 0.989 = 0.989 = 0.989 = 0.989 = 0.989 = 0.989 = Page Total Btulhr 4,532 8311111 _ 1_1,4551 1,016i 6741 2,8441 1,214 22,565 Btulhr _1,02& 1,005! 1,02_81 2,3031 1,2391 310; --- 1.2391 3101 3101 1,239] 10,0111 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btulhr Lights 1.0 x 2,150 x 1.139 Watts/sgft x 3.413 Btuh/Watt X 1.000 = 8,353 Occupants 1.0 x 2,150 x 300 Btuh/occ. / 10 sgft/occ. x 1.00 = 6,450 receptacle 1.0 x 2,150 x 0.000 Wafts/sgft X 3.413 Btuh/Watt x 1.00 = 0 Process r1.0 x 2,150 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 01 Infiltration: L 1.00 x 1.064 x 2,150 x 9.00 x 0.50 / 6J x 38 IE 6,5211 Sc e u e 1r Sible Area elim' g Haig Ap - Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 60,804 Sched. Btulhr Latent Gain Frac. Area Heat Gain Occupants 1.00 X 2,150 x 300 Btuh/occ. / 100 sgft/occ.= 6,4501 Receptacle 1.00 x 2,150 x 0.000 Watts/sgft X 3.413 Btuh/Watt = o Process 1.00 x 2,150 x 0.000 Watts/sqft x 3.413 BtuhfWatt = 0: • Infiltration: LSched1.00 x 4,771 x 2,150 x 9.00 x 0.50 /6 0� x 0.00394 = 3033 j u a A'ir-Late Area Ring eig CH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,483 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 28 of 33 _ 4 ROOM COOLING PEAK LOADS Parcel 3 -Commercial Building 1/21/03 Room Name Second Floor Time of Peak Jul 4 pm Floor Area 2,150 Outdoor Dry Bulb Temperature 111 `� ; Indoor Dry Bulb Temperature 74c� Outdoor Wet Bulb Temperature 78 c Conduction Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value Orientation Area x x x x x x x x x x SGF X x x x X x x x x X SC (South) 12.0 35 0.746 (West) 48.0 69 0.746 (West) 40.0 204 0.746 (West) 40.0 204 0.746 DETD 1 Page Total Weighting Factor x 0.989 = x 0.637 = x 0.412 = x 0.412 = x x = x = X x = X Page Total Btu/hr 3101 1,585 2,505 2,505 _ I 6,9041 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 2,150 x 1.139 Watts/sgft x 3.41 BtuhlWatt x 1.000 = 8,353 Occupants 1.0 x 2,150 x 300 Btuh/occ. / 100 sqftlocc. x 1.00 = 6,4501 eceptacle 1.0 x 2,150 x 0.000 Wattslsgft x 3.41 BtuhlWatt x 1.00 =01 rocess 1.0 x 2,150 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = _ 01 Infiltration: 1.00 x r 1.064 x 2,150 x , _ 9.00 x 0.50 / 6] x �38 6,5211 c—heduie v senst a Area e�ling Fte1g C &T— Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 60,804 Sched. Btu/hr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 2,150 x 300 Btuh/occ. / 100 sqft/occ. = 6,450 Receptacle 1.00 x 2,150 x 0.000 Watts/sgft x 1 3.413 BtuhlWatt = _ 01 Process L-Jd-ioo. 1.00 x 2;150 x 0.000 Watts/sgft x 3.413 BtuhfWatt =0 Infiltration: x 4771 x L2150 X _ 9.00 x 0.50 / sx Air Late Area T11 ng ie gie g C / Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,483 EnergyPro 3.1 By EnergySoft User Number: 5533 Page:29 of 33 ROOM COOLING COIL LOADS Parcel 3 -Commercial Building 1/21/03 Room Name Floor Area Indoor Dry Bulb Temperature Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted Single Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted -19 Wall (W.19.2x6.16) First Floor I Time 2,973 Outdoor Dry Bulb Temperature 74c� Outdoor Wet Bulb Temperature Area 823.0 257.0 248.0 448.0 536.0 218.0 96.0 366.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk,(`) denote conduction through an interior surface to another room. Solar Gain U -Value 0.0347 0.0655 1.1900 1.1900 0.0655 0.0655 1.2500 0.0655 Orientation Area SGF SC (North) 60.0 x x x x x X x X X X 30 x x X x x x x x x X 0.746 (North) 60.0 30 0.746 (North) 72.0 30 0.746 (North) 64.0 30 0.746 (East) 58.0 30 0.746 (South) 70.0 32 0.746 (South) 12.0 32 0.746 (South) 48.0 32 0.746 (South) 12.0 32 0.746 (South) 12.0 32 0.746 DETD 1 55.3 = 36.0 = 24.3 = 24.3 = 38.1 = 41.0 = 23.4 = 58.4 = Page Total Weighting Factor x 0.932 = x 0.932 = x 0.932 = x ' 0.928 = x 1.890 = x 1.239 = X 1.322 = x 1.322 = x 1.060 = x 1.322 = Page Total Aug 4 pm 111 78 Btu/hr 1,582 605 7,158 _ 12,931 _ 1,336 _ 5851 2,8091 -- -- 1 1,4001 28,406 Btu/hr 1,2521 1,2521 1,502! _ 1,3281 2_4531 2,0701 1 _ 379' 1,5151 _�-- 3041 3791 12,433 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0 x 2,973 x 1.162 Watts/sqft x 3.41 BtuhlWatt. x 0.999 = 11,78 Occupants 1.0 x 2,973 x 300 Btuh/OCC. / 100 sgft/occ. X 1.00 = 8,919 Receptacle 1.0 x 2,973 X 0.000 Watts/sqft x 3.41 BtuhlWatt x 1.00 = 0 rocess 1.0 x 2,973 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: 1.00 x 1.064 x 2,973 x 9.00 x 0.50 / 60] x 38 = 9,017J c e u e Air Sensi a rea ening R.FF Ac pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 87,084 Sched. Btu/hr Latent Gain Frac. Area Heat Gain ccupants 1.00 x 2,973 x 300 Btuh/occ. / 100 sgft/occ. = 8,91 Receptacle 1.00 x 2,973 X 0.000 Watts/sgft X 1 3.4131 BtuhlWatt Process 1.00 x 2,973 x 0.000 Watts/sqft x 3.413 BtuhlWatt = 0j • Infiltration: _ 1.00 x 4771 x 2973 x 9.00 x 0.50 / 60 x 0.00394 = 4,195; Sche u e Aires en Area eilmg eight Ac �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 13,114 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 30 of 33 ROOM COOLING COIL LOADS oject Title Date Parcel 3 -Commercial Building 1/21/03 loom Name -loor Area ndoor Dry Bulb Temperature Conduction First Floor Time of Peak Aug 4 pm 2,973 Outdoor Dry Bulb Temperature 111 `k 74(� Outdoor Wet Bulb Temperature 78 ' Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value DETD 1 Btu/hr X = X = X = X = X = 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 (South) 48.0 32 0.746 (South) 12.0 32 0.746 (South) 72.0 32 0.746 (West) 64.0 226 0.746 (West) 64.0 226 0.746 (West) 64.0 226 0.746 Page TotalC___� Weighting Factor Btu/hr x 1.322 = 1,5151 x 1.060 = _ 304, X 1.242 = 2,133 x 0.388 = 4,192 x 0.388 = 4,192 X 0.388 = 4,1921 Page TotalI6 8 Scheid. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Lights 1.0 x 2,973 x 1.162 Watts/sqft x 3.413 Btuh/Watt x 0.999 = r 11,781 Occupants 1.0 x 2,973 x 300 Btuh/OCC. / 100 sgft/OCc. x 1.00 = 8,9191 Receptacle 1.0 x 2,973 x 0.000 Watts/sgft x 3.41 Btuh/Watt x 1.00 = 01 rocess r1.0 x 2,973 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 01 Infiltration: L 1.00 x 1.064 x �2,9�73 x 4 9.00 x 0.50 / 60 x 388 I(� 9,017 the u e it Sensible Area Ce�lm' g HeigF XC Q T� "'"" Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 87,084 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 2,973 x 300 Btuh/OCC. / 100 sgft/occ. _ _ 8,919 Receptacle 1.00 x 2,973 x 0.000 Watts/sgft x 1 3.4131 BtuhfWatt = 0 Process 1.00 x 2,973 x 0.000 Watts/sgft x 1 3.413 Btuh/Watt = 01 Infiltration: x x x x 160 x [ _ 1.00 _ 4 771 2 973 _ 9 9..00 0.50 ] O.Ot0394 = 4,195 Sche u e A'ir enArea Bilin Rei h CR A (TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 13,1141 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 31 of 33 ROOM COOLING COIL LOADS V , Parcel 3 -Commercial Building ' 1 1/21/03 i Name Second Floor Time of Peak Jul 4 pm Area 2,150 Outdoor Dry Bulb Temperature 111 1: r Dry Bulb Temperature 74�: Outdoor Wet Bulb Temperature 78 Conduction R-30 Roof(R.30.2x12.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.2x6.16) Single Metal Tinted R-19 Wall (W.19.2x6.16) Area 2,150.0 339.0 392.0 393.0 267.0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0347 0.0655 1.1900 0.0655 0.0655 1.2500 0.0655 Orientation Area SGF SC (North) 40.0 X x X x x x X x X x 36 x x X x x x x x X X 0.746 (North) 40.0 36 0.746 (North) 40.0 36 0.746 (East) 48.0 35 0.746 (South) 48.0 35 0.746 (South) 12.0 35 0.746 (South) 48.0 35 0.746 (South) 12.0 35 0.746 (South) 12.0 35 0.746 (South) 48.0 35 0.746 DETD 1 60.7 = 37.5 = 24.6 = 39.5 = 38.5 = 23.7 = 59.2 = Page Total Weighting Factor x 0.957 = x 0.936 = x 0.957 = x 1.838 = X 0.989 = X 0.989 = x 0.989 = x 0.989 = x 0.989 = x 0.989 = Page Total Btu/hr 4,532 8311 11,4551 _._-1,0161 - 6741 --2,8441 1,214i 22,565 Btu/hr 1,005, 1,0281 _ _.. 2,3031 i 9,239! 310_! 1,239 _ 3101 310; 1,239 C 10,011 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor fights 1.0 x 2,150 x 1.139 Watts/sqft x 3.413 BtuhlWatt x 1.000 = 8,353 Occupants 1.0( x 2,150 X 300 Btuhlocc. I 10 sgft/occ. x 1.00 = 6,450 Receptacle 1.0 x 2,150 X 0.000 Wattslsgft x 3.413 Btuh/Watt x 1.00 = 0 Process 1.0 x 2,150 x 0.000 Watts/sqft x 3.413 Btuh/Watt x 1.00 = 0 Infiltration: L�eu x 1.064 x 2,150 x x 0.50 / 6� x 38 = 6,521 it Sensible Area ��g mg Right JJJ p T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 60,804 Sched. Btulhr Latent Gain Frac. Area Heat Gain Occupants 1.00 x 2,150 X 300 Btuhlocc. /F 100 sqft/occ. Receptacle 1.00 X 2,150 x o.000 Wattslsgft x 1 3.413 BtuhlWatt = 0. Process 1.00 X 2,150 x 0.000 Watts/sgft x 1 3.413 Btuh/V11att -10 Infiltration: 1,00 x 4771 x 2150 x 9.00 x 0.50 /sCJI X 0.00394 = L_ 3,033' ccchedu a Aii� Latent Area Ceiling HeightAC J pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,4831 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 32 of 33 ROOM COOLING COIL LOADS �oject Title Date Parcel 3 -Commercial Building 1/21/03 Room Name Floor Area Indoor Dry Bulb Temperature Conduction Second Floor 2,150 (Outdoor Dry Bulb Temperature 74T Outdoor Wet Bulb Temperature Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value Orientation Area X x X x X x X X X X SGF X x X x X x X X X X SC (South) 12.0 35 0.746 (West) 48.0 69 0.746 (West) 40.0 204 0.746 (West) 40.0 204 0.746 DETD ' Page Total Weighting Factor x 0.989 = X 0.637 = X 0.412 = X 0.412 = X = X = x = X = X = x = Page Total Jul 4 pm 111 78 cl: Btu/hr — 0: Btulhr --. -- --- 3101 ^_1,5851 2,5051 2,5051 6,904 Sched. Weighting Btu/hr Internal Gain Frac. Area Heat Gain Factor Eights 1.0 x 2,150 X 1.139 Wafts/sqft x 3.41 Btuh/Watt x 1.000 = 8,3531 Occupants 1.00 X 2,150 x 300 Btuh/occ. / 100 sgft/occ. X 1.00 = 6,450' f eceptacle 1.00 X 2,150 X 0.000 Watts/sqft x 3.413 BtuhlWatt X 1.00 = 0A rocess 1.0 X 2,150 X 0.000 Watts/sgft X 3.41 BtuhlWatt X 1.00 = Infiltration: . x �1.0�64 x 2,150 x _ _ 9.00 x 0.50 / 60] x L _6,521 Lse-a,-U�0.0 Air 5- ensitile Area ening Neig -c p T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 60,804 Sched. Btu/hr Latent Gain Frac. Area Heat Gain O cc upants 1.00 X 2,150 X ' 300 Btuh/oCc. if 100 sgft/occ. = 614501 Receptacle 1.00 X 2,1501 X 0.000 Watts/sgft X 1 3.4131 BtuhlWatt = 01 Process 1.00 x 2,1501 x 0.000 Wattslsgft x 3.413 Btuh/Watt = — 0� Infiltration: 100 X 4 771 X 2150 X ; 9.00 x 0.50 /6 x 0.00394 3,033 1 �c- hedu� i� en area Ceiling e g ACR— AWW --- J TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 9,4831 EnergyPro 3.1 By EnergySoft User Number: 5533 Page: 33 of 33