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04-7587 (OFC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 04-0000758.7 Property Address: 51555 DESERT CLUB DR APN: 770-182-001- - - Application description: NEW COMML - OFFICE/BANK Property Zoning: VILLAGE COMMERCIAL Application valuation: 337456 Applicant: ew T-iht 4 4 Q" Architect or Enginee P(& , LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: Jim Kelly VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/19/05 Contractor: �+;,�j 2 3 2005 KELLY PACIFIC CONSTRUCTION CO 100 DRAKE'S LANDING ROAD, #105 CITY OF LAQUINTA GREENBRAE, CA 94904 FINANCE DEPT. (415) 464-0900 Lic- No.: 346196 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License CI s: $ n fr/�� icen(ssp_No.: 346196 Dater te ,,Mol Mol _ . -OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5. Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001.: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Name: _ Lender's Address: LQPERMIT --------------- - - - WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1375-2004 _ 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 forth ith co ply w. those provisions.. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this c�.ou//pty(to enter upon the above-mentioned properly four, inspe tion /purposes. nato• O / �J Sian.,—IAnnlicant-nr,Annnrh�/� 1,4 Application Number . . . . . 04-00007587 ------ Structure Information OFFICE BUILDING SHELL ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . BUSINESS <50 Other struct info . . . CODE EDITION 2001 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY B PATIO SQ FTG 1752.00 1ST FLOOR SQUARE FOOTAGE 2948.00 2ND FLOOR SQUARE FOOTAGE 3387.00 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 1472.50 Plan Check Fee 957.13 Issue Date . . . . Valuation 337456 Expiration Date 2/15/06 Qty Unit Charge Per Extension BASE FEE 639.50 238.00 3.50.00 THOU BLDG 100,001-500,000 833.00 ---------------------------------------------------------------------------- Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 142.45 Plan Check Fee 35.61 Issue Date . . . . Valuation 0 Expiration Date 2/15/06' Qty Unit Charge Per Extension BASE FEE 15.00 6335.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 126.70. . 1.00 .7500 EA ELEC POLE LIGHT .75 ---------------------------------------------------------------------------- Permit Additional desc Permit Fee Issue Date Expiration Date . GRADING PERMIT 15.00 2/15/06 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit MECHANICAL Additional desc . . Permit Fee . . . . 185.00 Plan Check Fee 46.25 LQPERMIT or Application Number . . . . . 04-00007587 Permit MECHANICAL Issue Date Valuation . . . . 0 Expiration Date 2/15/06 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 9.0000 EA MECH FURNACE <=100K 72.00 8.00 9.0000 EA MECH B/C <=3HP/100K BTU 72.00 4.00 6.5000 -------------------------------------- EA MECH VENT FAN -------------------------------------- 26.00 Permit PLUMBING Additional desc . Permit Fee . . . . 177.00 Plan Check Fee 44.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/15/06 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 6.0000 EA PLB FIXTURE 48.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000 EA PLB ROOF DRAIN 12.00 4.00 3.0000 EA PLB WATER INST/ALT/REP 12.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 8.00 .7500 EA PLB GAS PIPE >=5 6.00 4.00 15.0000 EA PLB GAS METER 60.00 ---------------------------------------------------------------------------- Special Notes and Comments Commercial Shell.Building, Occupancy Design "B", Type Construction (pen ding),mi Sprinkled, No Occupant Load.Deterned for Shell Building. ---------------------------------------------------------------------------- Other Fees . . . . . . . . ACCESSIBILITY PLAN REVIEW 95.71 ART IN PUBLIC PLACES -COM 1667.28 DIF CIVIC CENTER - COMM 342.09 ENERGY REVIEW FEE 95.71 DIF FIRE PROTECTION -COMM 367.43 STRONG MOTION (SMI) - COM 70.86 DIF STREET MAINT FAC -COMM 177.38 DIF TRANSPORTATION - COMM 13404.86 Fee summary Charged --------------------------- Paid Credited ------------------------------ Due Permit Fee Total 1991.95 .00 .00 1991.95 Plan Check Total 1083.24 800.00 .00 283.24 Other Fee Total 16221.32 .00 .00 16221.32 Grand Total 19296.51 800.00 .00 18496.51 LQPERMIT L �� LLQ 6P.O. BOX 1504 �% APPLICATION 1LY Building Lb -1 Co a F Tit oc.pc 3 14 - 95 CALLE TAMPICO 0 Address �2T Cwlr3 TR►c_r LA QUINTA, CALIFORNIA 92253 uwner E i�r. A �1 ^GLL-i BUILDING: TYPE CONST. p OCC. GRP. 2 Mailing / 7� `� I O Z --d o Address 100 "DRARGI-S LNz%WC 17G IDS A.R Number City Zip �_ Tel. Legal Description LOT ro 3L°`fC 3 cwew OZAE O Project Description `S� �' L By'LD (N KG 1 P 35-1 ryx � l.L FffC i T=c � � NJT . Address MC City lZip JTel. State Lic. City Sq. Ft.No. No. Dw. & Classif. Lic. # Size G+3 Stories Units Arcn., Designer Address T� Tel. Citx Izip State '��/<ZJ-12a 7 Lic. # 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 the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law 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 im- provement 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). O I, as owner of the property, am exclusively contracting with licensed contractors to construct 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) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION 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 O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., It, 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.) L'ender'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 applicant Date Mailing Address City, State, Zip WHITE = BUILDING'' DEPARTMENT Newx Add ❑ Alter ❑ Repair ❑ Demolition ❑ 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 Validation: YELLOW = APPLICANT PINK = FINANCE �-- KzaSi-L i�An Ilv — �0(�6 �IZ1Ji lrU - Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. / ODO Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure 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 Validation: YELLOW = APPLICANT PINK = FINANCE owZa-'"""�� Certificate of Occupancy OF9�s Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure . was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 51-555 DESERT CLUB DR. Use classification: COMMERCIAL Building Permit No.: 04-7587 Occupancy Group: B Type of Construction: VN Land Use Zone: VC Owner of Building: JIM KELLY Address: City, ST, ZIP: By: STEVE TRAXEL Date: December 3, 2007 Building Official POST IN A CONSPICUOUS PLACE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road Date 6/23/05. La Quinta, CA 92253 No. 27334 (760) 771-8515 Owner Jim Kelly APN # Address Jurisdiction City Zip Permit # Tract # Study Area Type Commercial No. of Units Lot # No. Street S.F.- Unit .F:Unit 1 51555 Desert Club Drive 6335 Unit 2 Unit 3 Unit 4 Unit 5 Comments Commercial Office Shell Building Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 BERMUDA DUNES r U= RANCHO MIRAGE INDIAN WELLS PALM DESERT y t}� LA QUINTA QINDIO 770-182-001 La Quinta 1 Lot # No. Street �Mp At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. 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 the amount of $0.36 X 6,335 S.F. or $2,280.60 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/Bank of Marin - Gary Domer Check No. 21530 Name on the check Telephone Funding Commercial. By Dr. Doris Wilson Superintendent Fee collected /exempted y Sh MCG fey Payment Recd 1$0.00 t $2,280.60 Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will a to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building 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 Districtrs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy - Applicant/Receipt Copy -Accounting IN P.O. Box 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: Doug Evans, Director -CDD BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 To CDD: July 13, 2007 Due Date: Julv 20. 2007 Permit #: 07-2042 Status: 1St Review 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: Address or General Location Applicant Contact: Commercial Trellis 51-555 Desert Club Dr. Mark Powell ( 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. , Director -CDD Date John R. Hawkins 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 Lake Elsinore La Quinta Moreno Valley - Palm Desert Perris Rancho Mirage Rubidoux CSD San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue Perris, California 92570 • (951) 940-6900 • Fax(951)940-6910 City of La Quinta Building Department RE: CASE #��%"'� / ®� The Riverside County Fire D artment is nting t Fire Clearance for the following Location��dYLc� Please call if you should have any questions 760-863-8886. Respectfully QI IDeoucy / — �J -- O� Fire Systems Inspect Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning 4 Beaumont 4 Calimesa 4 Canyon Lake 4 Coachella .y Desert Hot Springs 41 Indian Wells 4:. Indio Lake Elsinore La Quints Moreno Valley PO Palm Desert Penis Rancho Mirage •1 San Jacinto Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT 210 West San Jacinto Avenue . Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910 City of LaQuinta Building Department 1 i7 ! The Riverside County Fire Department is anting the Fire clearance for the following location j 155 5 �� � �Uaa ,- - Pleasecallifyou uestions 760-863-8886 Respectfully By &✓ Terry DeSou Fire Systems Inspector _ -,_� VED C WORKS/ENGINEERING DEPARTMENT kRANCE SHEET FOR BUILDING PERMITS Date: !X I -2_Z-I oS Developer: kdtt f3a.nT_a_ —T Tract No: Lot No. (s):. �P Address(s): r51-555 T_I2Seti C c&b EY. The following are the requirements for Green Sheet clearance to issue a building permit. for the subject building lot(s): `CUSTOM HOMES: PROVIDE ITEMS #2, AND #3 BELOW. TRACT HOMES: PROVIDE ITEMS #1, #2, AND #3 BELOW. COMMERCIAL BUILDINGS: PROVIDE ALL ITEMS BELOW (#144) (. Attach or previously submitted (current within 6 months) Pad Elevation Certificates in compliance with the approved design elevation for building pad (deviations of ± 0.1 foot). Proposed building locations are legal lots, final map recorded. Attach a complete Fugitive Dust Control (PM-10).Plan and packet. . 4. Precise grading plan approved. I have reviewed and confirmed the requirements listed above and find the improvements to be sufficiently complete, except as specially provided below, for construction of the proposed structure(s) on the subject lot(s). Pursuant to my findings, I find that the above may be released for buil t issuance. L Recommended by: rmiDated: SPECIAL PROVISIONS: Building & Safety has been advised that it is appropriate to issue the Building Permit; however, the Certificate of Occupancy should not be authorized until the following issues have been addressed: Mc GEE SUR VEYING, INC. 79-301 Country Club Dr., Ste. 102 — Bermuda Dunes, CA 92201 Phone (760) 345-3828 — Fax (760) 772-5705 August 17, 2005 City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Re: Pad Certification — Lot 6, Desert Club Tract No. 5 Pursuant to your request a field survey was conducted on the above referenced project to determine the vertical location of the building pad. The above mentioned was found as follows: LOT . ADDRESS PAD (DES) PAD (FIELD) 6 51-555 Desert Club Dr. 46.4' 46.4' 4�EA. Afco N Sincer y, d 3� LS 5479 �} ;FIRE 4ae�. Mc e aL.5479 rglF GENERAL NOTES _ r�lP�Pa.A�Pwv,nwMww.ne[ranwG . ��� ma �aiulwmamzmiMnoi rM aw.�nu wP.a M imo� n.rp1ar.w u aro w mo urn+¢ wa.mP¢..aa e¢ awm'ierac'�imp1m'nw M�mrrar:.m¢ m�r.w u.`.m�w.mu i s non n rt m� �� W��� a¢Mu r[wxrr aavtsr wNw.oC oon � Wo �v� or[mYL�vn�aL �tl m OwR4 P�o¢.�w�r wt��P N�wiWod�ws�w�II• awrwAaw Loma iwwn � lyawam .r:v m lo'�n<°".:o�a w �omp1W.. �.`�m1 �m.m mr� eow � w.M.Sma .n rammr � wr Itaw•vl� A m�iw>K,w avn � laa/� n Intl rravMOII�ou r@� Rrmvar �wnRi aPaw,a N i turn w ��R�vspw a� w[Pnr w�� �w mI room am rwP o�owm _wmi.: omu'r"`�.ry®•�n'er�awa ""��aaim n'w:..oi Oo nn¢m uN 4e ��wY.ml�rrMrMMI� �or�r�9llprprr PAVING NOTES Gacn.a (nr¢a aaww rata nowt ewu rw rlt¢ ¢w Mono i1p1m rcww`'�wn`Li. m an°`n'mO10.w`w m. .`mow P° e�rww wn. w me anw (w mevnw.n aP.nrMa r¢w mQ w rY.m«iA ¢arena mm �... n w GRADING NOTES Alo IN THE CITY OF LA QUINTA fRu antfC MawaradWwc PRECISE GRADING PLAN wTm arn®1 a 2cP. a (Sm - w o.a ln°"usP,r� er. GRIa srsrtas samvl KELLY PACIFIC COMMERCIAL SITE r«emMea .ma. mr:`mnvM`V1i �a `amwna.n`�u n ar'mw�.Ym m ` araisxr�wlSVWr'DmlanlMvpeWG «.oe0.0°i'c :va°�`s vrG M ata> SOCanotlMM; N41 Laaf M,wr MM V.U.P. #2004-024 w.n Wua :Mea. rwW : � wawa -aesvc ormr > ova a ro 51-555 DESERT CLUB DR. Pt�a GGO¢o N.am¢ Y rw abt Y m ni Ma T m owwaa WLR UTILITIES Aa LOT 6, BLOCK 3, DESERT CLUB TRACT UNIT 1 :wsa =kl PPfwrr Pma¢rc wtrzR .wo o.at¢ m PORTION OF SECTION 6, T. 6 S., R 7 E., S. B. B. M. > a nG m a oan c Ot— sRM a sc w m ro t w.a w w r M dra art W N PSmn¢Rcm e. M sss PwPr. SIGNING AND STRIPING NOTES CONSLRra rIDN NOT %S a o7lANT/T/ES (Dwrafcr r w< our tY Aa a.n 4 a M atmya ar .lo ru novfs aRML a zl...�"'MQirl ' i o rmw.o'¢O'¢w w"'rio sl«�". w �...a': i. 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IOp w PeC Pt�a GGO¢o N.am¢ Y rw abt Y m ni Ma T m owwaa WLR UTILITIES C0. . v1A¢nP tat M dRIPAG 91t1> a Rcv-� (wi ne: IOGTeI M PODZL s • v'r-L 4L UTUTIM tai RIE LOCAO W UNDER" m MMS, W FW tM1RG- LNCY A STt M LML IUKRUL as W GSTRICT (rItLTRKITV) (coo) mf-r75e UNAUTHORIZED CHANCES & USES SLUMTRH.LM6WNU GAS LOaPARY-e0D-,2r-2200 VEMZOW (T0Z.4K) 1-R00-.B.f-5000 —CHLTat VALLFV WtT 01SMV (760) 39e-1851 WMe of OmIO! P99AOC o6[ HNn �L I,VI B[ PC4q`®t lorE RtRNER (cA T.V.) (7W) NO -1312 M. 281 (W G Wet (W utWAWGD OrAVa3 m W 4443 w Oa4 HAR .uI O{M� l0 pS HAYS Yar ar a eane.ve MET a A4RN�m 9Y OC Htu,lmr a oc¢ nMa NOTICE TO CONTRACTOR HtKOa$ o1rlMxle+ mra,crW u H Prca®ro tau[ mf ue o5w{4 gun rW AR s4 cwamw oars x offs a maaA'Iarl a or HMtc{ reran sem' a M{ HR.SOH Mo HNtRR our na Pnu¢spr araL a loo ro Mar mrrrear Me rm a unro ro MNG[ eaAK Mlles MO maOd[ml i«atml Heoa.NSE m a7aRl rmreY Mo ICO Odor HaI®atM NmYus aVJI ar ne to U,9/n PGl W NrfaIl M mraca5r wG M HmoerMc a roar a Ras amtct a®ac Warn,.oac m« e[ ort rtaAa+a a a5« wvacora PAREINC SUMMARY op rots - P ®arwr on asa¢¢r eterx H¢n!ua rima IG cua•Wr seas: e avr K - vM a'a lrt-P9 va I, SHEET INDEX SOILS ENGINEER Ret sMn a sva OSYmI xtl RSce9 M ntAl Mm HSa4 aIl¢T. HAa Gf ((1.115 GI Anl .`r°�'ae av n VICINITY YAP LEGAL DESCRIPTION W/ 4 a0pf; aS01r t114 IRACI UR � ADDRESS x-sss as4r are « U aMG G ,SIL A.P.N. --0 OWNERS mrr rtolc masacmn -ie1 .«� v. M— A IAIY OWL G — ((w)Im•um BENCHMARK MaWARM ram. W..: 44.78 (m 6 aee7 Ar a ea W Rc mvnlK17 O rm v VWr alB ams Are G4F SVMWA RT an a u aWA SRStr Snro1Gp7 MV GaY EM22a{l G1AD Nr42a 9IIf ri a' b 9l£IS SGTA IN,ae3 BASIS OF BEARINGS a' ow/ aw add am wm3v� a8 IY� YVPDCRAPHY T6tlWAHC alnANraea «acct ael[1rN PEVA FLOOD ZONE DESIGNATION mr r Pu v,Ka W lames Glim m7mM ro¢ r color As tlrf «1st n¢ sLo-w. Noma« EARTHWORK QUANTITIES rs rm ct .aMrL.a • IY. (ffi LY.. Im LYJ • G LY. qp-GL Y�Ip! Surf;(, tY • I;11f Ct. • SN LY. /OOat GGYAma - Jx U.. Lb LrjU. • ALM. te04C Jb CL_Im LL -®LO -of LL-eCY,. LL wrnGGMmt Wo3aGs«arcara¢ rArGURr auYGra awr r.>s« Aa Im (ur(HaaRs oat OrWACr«9«l aALVq'Br/«TlGOMLraar alWO1S3 /{R ®e HAIffi I4 r4 Q V � n W (� C D2 U� �'I 04 V OME,So rti I k �1 d O Z� t'oN4 Y40.1��10 44 QO Q � ac�Nq$ In/oRIrN 2 mEJ C aD a. KMS L Se Z a/26/05 C N/ q N U awe A¢ b 1600-362 y tar me a NO. 21140 G SHEET N0. 1 Of 3 G1 PUBLIC WORKS/ENGINEERING DEPARTMENT 78-495 CALLE TAMPICO (7 60) 777-7075 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7155 Fugitive Dust Control (PM -10) Plan Approval Applicant Contact:\A-4 P-(29 WG -1 � . Applicant Telephone Number: Approval of a Fugitive Dust Control (PM -10)' plan is required prior to Building Permit issuance for the following project: Project Name: Project Tract No.: 1 Lot No.(s): Project Street Addres's(s): 0-9–S�.y`t-. (.Z L4 or - Please fill out the attached forams and submit the entire packet to the Public Works/Engineering Department with your Green Sheet submittal. . -tyl TA 4�Q�rw Site Specific Construction Phase, PM 10 Plan. . The signature of the property owner ,(or authorized representative): Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to AQMD Rules 403 and 403.1; ■ Shall constitute an agreement to comply with all project conditions as identified in the approved dust control plan; The property owner (or authorized representative): Acknowledges that dust control is required 24 hours a day, 7 days. a week, throughout the period of project performance, regardless of project size or status; ■ Shall ensure that. each and every contractor/subcontractor. and all other persons associated with the project shall be in. continuous compliance with all requirements of the approved• dust control plan; . ■ Shall take all necessary precautions to minimize. dust, even if'. additional measures beyond those listed in the dust control plan are necessary; . ■ Shall authorize representative of . the 'City/County to enter upon the above mentioned property for inspection and/or abatement purposes; and ■ Shall hold harmless the City/County and it's representatives from liability for any actions .related to. this dust control plan or any City/County-initiated abatement activities. Please fill out Project Contact Information for (check one) o Owner ee"Owner's Authorized Representative o Environmental Observer o General Contractor o Sub-Contractor(s) involved in earth movement and/or soil stabilization Instructions: Please enter information below, Where property ' owner is -NOT the lead . contact for* the project, his/her authorized representative is responsible for ALL dust control actions. Remember... DUST CONTROL IS REQUIRED 24 HOURS A DAY, 7 DAYS .A WEEK, REGARDLESS OF CONSTRUCTION STATUS. Dust. Control- Actions Project Name: &2o,' Oe �ry 1 . Contractor. Name: Ute.. . Instructions: Please complete this form for each phase ofthe construction project.. Identify the phase by number (e.g.; Phase 2 of 5) in the spaces provided below, Phase J— of. El Clearing/Grubbing [] Mass Grading Project Phase (check):. ❑ Finish Grading Construction Phase [].Other. (specify: Anticipated Start Date:105,_ Anticipated Completion J Date: Number of Acres under Active Construction: Detailed description of dust control actions implemented during this phase (should match. information provided on site plan; use additional pages as necessary): 1) Provide PM 10 Fencing at perimeter of public roads and where applicable 2) Provide 24 hour street cleaning and track out system (approved by City) 3) Obtain PM10 Certificate Number (call Sharon Zamora @ 909-396-2183) 4). Within 10 days of ceasing activities, stabilize all disturbed areas by an approved stabilizing -method. 5)' Continuous watering is required to prevent dust 6) Use signage as shown attached. Remember... DUST CONTROL.IS REQUIRED 24 HOURS A DAY, 7 DAYS A WEEK, REGARDLESS OF CONSTRUCTION STATUS' PLAN REVIEW CHECKLIST CONSTRUCTION PHASE. FOR APPLICANT INFORMATION ONLY! PLEASE REVIEW... ❖ Water applied continuously to all disturbed portions of the site by means of water truck/water pull is necessary. to maintain sufficient visible moisture on the soil surface. For reference, one 2,000 -gallon water truck can treat. approximately 4 acres of active construction per hour. Touch and visual contrast are .reasonably good indicators of soil moisture. Surface areas that are dry to. the touch and appear lighter -colored require the application of additional water to prevent visible or fugitive dust. Require the applicant to specify the number of watering vehicles available for dust control during the construction phase and, during off -hours as well as availability of back-up water trucks. if the site experiences dust control problems. •:• Wind fencing is necessary between the sites and nearby residences or businesses. Off-site upwind fencing and on-site wind fencing. for larger projects can also keep blow sand from being deposited onto the site or traveling through the site.. Block walls, if part of the final project; can replace wind fencing during the construction phase. ❖ Chemical dust suppressants are to be applied at a concentration of at least 20 to 1 to finish graded areas once final elevations have been reached. For areas that will remain inactive for longer periods, vegetation. can be a cost effective alternative to chemical stabilization. Wind fencing *or other. obstructions .can keep the stabilized area free from future disturbances. ❖ Construction site accesses are to be improved with 1.5" gravel, maintained to a depth of 4", with a width of at least 20' extending 100' into the project site. Paving internal roadways can substitute for gravel. ❖ Internal roadway networks are to be paved as early as is feasible in the construction phase. Street sweeping of the internal and/or the external. access. roads will likely be required to control entrained road dust. ❖ Employee parking areas are to be treated with chemical dust suppressants, at a mix ration .of no less than 4 to 1 and re -treated on a monthly basis or more frequently if fugitive dust is observed. If internal roadway is complete, employees are to be instructed to park on paved roads. . ❖ Other:(please specify) Section I Simplified Sample Site Plan Existing 'Residential . i 1 i i t j I Wind Fencing (4woad slat fence)' j t z . t Existing Residential 1 Equipment Staging Area (1.5" gravel maintained to depth of 4") Water Tower. Water Source ` (350 g/m). . Vacant Land Remember... DUST CONTROL IS REQUIRED 24 HOURS A DAY,'7 DAYS A WEEK, REGARDLESS OF CONSTRUCTION STATUS Parking Area Existing (monthly application Residential of chemical stabilizer at 4 to 1 concentration or . greater to control dust) Site 1.5" Gravel Access (maintained to 4" extending 100.' into site) Prevailing Wind TM ER-3523 F-S' REPORT. Reissued January 1, 2003 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION -Roof Covering ONE-PIECE "S," TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANOTM PANS, CLAYLITE® AND CLAYMAX® CLAY ROOFING TILES UNITED STATES TILE COMPANY 909 WEST RAILROAD STREET CORONA, CALIFORNIA 92882-1906 1.0 SUBJECT One-piece "S," Tapered Two-piece Mission, Flat Shingle, RomanoTm Pans, Claylite® and ClayMa)e Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The roofing tiles are a vitrified clay product, manufactured by United States Tile Company for use as a roof covering under the 1997 Uniform Building Code'rm (UBC). The tiles are machine -formed, fired to various degrees and have a selection of burned -on colors. The various colors are obtained by controlled firing of the kilns. Tile profiles are illustrated in Figure 1. The tiles may be installed on roof surfaces having slopes up to a maximum of 21:12 (175%). A solid sheathing conforming to the requirements of the UBC is required for all slopes. 2.2 Materials: 2.2.1 One-piece "S" -shaped Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 1/, inch (12.7 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 8 pounds per square foot (39.1 kg/m1), and the tiles are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.2 Tapered Two-piece Mission Tile: The finished tiles are 18 inches (457 mm) long, curved to approximately one third of a circle, and have a chord width of 81/1 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness of inch (12.7 mm) and an installed weight of approximately 9.6 pounds per square foot (46.9 kg/m1). They are designed for installation with 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.3 Flat Shingle Tile: The finished tiles are 18 inches (457 mm) long, 93/, inches (248 mm) wide and 9/16 inch (14.3 mm) thick. There are three ribs on the underside of the tiles that are 1/2 inch (12.7 mm) wide, and one rib at the, lock that is 1 inch (25.4 mm) wide. Ribs are approximately 3 inches (76 mm) apart and run the full 18 -inch (457 mm) length of the tile. Each tile has two nail holes in the top. Installed weight of the tiles is approximately 9'/1 pounds per square foot (46.4 kg/m1). They are designed for installation with 9 -inch (229 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.4 Romano Pans: The finished tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide and 9/16 inch (14 mm) thick, with two nail holes near the top of the pan. The completed installed weight of the tiles is approximately 9.9 pounds per square foot (48.3 kg/m1). They are designed for installation with two-piece Mission cover tiles with a 13 - inch (330 mm) center -to -center spacing and a minimum 3 - inch (76 mm) headlap. 2.2.5 Claylite Tile: The tiles are the same shape and size as one-piece "S" -shaped tiles. The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 3/6 inch (9.5 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 5.9 pounds per square foot (28.8 kg/m1). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. 2.2.6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 13/32 inch (10.3 mm) thick, with two nail holes in the top. The installed weight of the tiles is approximately 5.8 pounds per square foot (28.3 kg/m1). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.3 Installation: 2.3.1 General: Tiles shall be installed in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions (ER -6034P), except as noted in this report. 2.3.2 Flat Shingle Tile: Rake tile or a full bed of mortar is provided under the exposed portion of each tile as a rake closure at the gable end. At hips and ridges, a Mission -type or a W" type hip -and -ridge tile is set and nailed in cement mortar or roofers' cement. 2.3.3 Claylite Tiles: Claylite tiles shall be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the pan side 13/, inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: 1. The roof slopes do not exceed 7:12 (58.3% slope). 2. Solid sheathing shall be not less than 7/1 -inch (11.1 mm) oriented strand board or 15/12 -inch (11.9 mm) wood structural panels. V,JRREPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subjectof the report or a recommendation for its use. There is no warranty by /CBO Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2003 I�.1" °� Page 1 of 3 I 2 of 3 3. The structure is located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (112 192 mm) above grade. 2.3.4 ClayMax Tiles: ClayMax tiles shall be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the center, 13/4 inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: 1. The roof slope does not exceed 7:12 horizontal (58.3% slope). 2. Solid sheathing is not less than '/15 -inch (11.1 mm) oriented strand board or 15/3i inch (11.9 mm), four -ply, three -layer wood structural panels. 3. The structure is located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (112 192 mm) above grade. Installation details pertinent to the ClayMax tiles are as follows: 1. Hips and ridges are provided with continuous nominal 2 -by -3 nailers to support ClayMax trim tiles. 2. Continuous hailers along the gable rakes are not required. 2.3.5 Tile Repair: The damaged file is removed by breaking it completely out of the field and cleaning away all debris. Existing fasteners must be removed and the nail hole sealed with an approved sealant. Any damage to existing underlayment must be repaired prior to installation of the replacement tile. The replacement tile is inserted into the open space, maintaining head and side laps. The tile is secured with approved plastic cement or adhesive, a No. ER -3523 11 gage corrosion -resistant nail or an existing wire tie fastener. 2.4 Roofing Classification: When installed over new construction as described in this report, the clay roof tiles are Class A roof coverings in accordance with Section 1504.1 of the UBC, and are noncombustible roof coverings in accordance with Section 1504.2 of the UBC. 2.5 Identification: The letters "U.S.T." are embossed on the bottom of each tile near the nail hole on the cover side. Additionally, the tiles are identified by means of a tag attached to each shipping pallet bearing the evaluation report number (ICBG ES ER -3523) and the installed weight. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated January 2002, installation instructions, and a quality control manual. 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Claylite and ClayMax clay roofing tiles described in this report comply with the 1997 Uniform Building Code TM, subject to the following conditions: 4.1 The tiles are manufactured and installed in accordance with this report and the manufacturer's instructions. 4.2 The tiles are manufactured at the United States Tile Company plant in Corona, California. This report is subject to re-examination in two years. Page 3 Of 3 HEAD END 7„ r� TOP o / BUTT 8vz' END HEA EN ER -3523 MISSION TWO-PIECE ROOF TILE D D 13/4" ZN �• k;: �. / `18" 13" ;: \ BUTT / z END ONE-PIECE "S" AND CLAYLITE® ROOF TILE HEAD END KING MEL \/ BUTT END FLAT SHINGLE ROOF TILE FIGURE 1 -TILE PROFILES 18.. z.. 13„ R CLAYMAX® ROOF TILE y ROMANO® PAN ro", ONE INCH FLANGE PRECISION SUPER SIMPLEX DISAPPEARING STAIRWAY ALL AROUND TOP & BOTTOM (SHIPS COMPLETELY ASSEMBLED AS ONE UNIT) ROUGH OPENING IN FLOOR ABOVE MOUNTING T BRACKETS I I � I , , y % 63' 29-1/2' 63-1/4' —� 30" ROUGH OPENING 64" ROUGH OPENING IN CEILING IN CEILING SPECIAL DEEP FRAME 1/8" STEEL, 63 DEGREE ANGLE ONE END, 90 DEGREE OTHER END, TO CONTAIN SUPER SIMPLEX FOLDING STAIRWAY CUT FOR EXACT FINISHED CEILING HEIGHT. THIS FRAME, WITH FACTORY INSTALLED BUILT-IN TREADS, PROVIDES STEPS FROM THE DROPPED -CEILING LINE TO THE UPPER FLOOR. 5-3/16" 634 1/2- 500 LI 8AQ ;ST 2" _I�-1 NOTES IF FLOOR ABOVE IS MORE THAN 12" ABOVE CEILING LINE, 63 DEGREE ANGLE FRAME IS RECOMMENDED. 19-1/2' 21-1/2" X RISERS 9-1 Li z of 0 a EXACT HEIGHT FLOOR TO w v FLOOR RISER HEIGHT z ro HEIGHT Li z of 0 a x HEIGHT 12 w v 18" EXACT 26" z ro FlNISHED r m N CEILING 7. w MANUFACTURER RECOMMENDS THAT 2 PEOPLE OPEN/CLOSE HEIGHT 2. �o 8. HANDRAIL BOTH SIDES UNITS INSTALLED IN CEILINGS 11' & OVER. o '3. SIDE RUNNER 5" ALUM. > > EXTRA HEAVY OPERATING ARM El LOCK ON DOOR PANEL 4. F 0w ma 10. ADJUSTABLE FOOT , , ' 63' �i TOP STEP LOCATED AT ONE INCH BELOW BOTTOM OF FRAME "—EYE POLE OPERATED CEILING X HEIGHT (CLEARANCE) 10'-1' to 10'-11" 18" 11'-0" to 12'-0" 26" TEE -POLE OPERATED FLOOR DIMENSIONS ON THIS DRAWING PERTAIN ONLY TO CEILING OPTIONS LADDER LEGEND HEIGHTS OVER 10'. 2 HOUR FIRE RATED F-1ASSEMBLY 1. STEEL PIANO DOOR HINGE 7. TREAD (SERRATED ALUM.) MANUFACTURER RECOMMENDS THAT 2 PEOPLE OPEN/CLOSE 2. DOUBLE SPRING ACTION- 8. HANDRAIL BOTH SIDES UNITS INSTALLED IN CEILINGS 11' & OVER. '3. SIDE RUNNER 5" ALUM. 9. EXTRA HEAVY OPERATING ARM El LOCK ON DOOR PANEL 4. BATTEN 1/8" ALUM. 10. ADJUSTABLE FOOT WOOD DOOR PANEL 5. DOOR PANEL 1/8" ALUM. 11. MIDDLE SECTION []WOOD (NON-RATED) 6. STEEL ANGLE FRAME 12. BOTTOM SECTION NOT TO SCALE SS -4V c DWO. CHECK ARCH? OR ENO'R. PROJECT PRECISON REP Oplcol�l sion Ladders, LLC g ASBUILT BY: PURCHE ORDER DATE PURCHASER. BOX 2279 Morristown, TN 37816-2279 : (423) 586-2265 Fox: (423) 586-2091 Y CHECKED BY: DRAWN BY: DATE MODEL/ OTY: www.PrecisionLadders.com ii JEB 11/8/01 SS/AL— I X S AL- SECTION 11458 DISAPPEARING STAIRWAY PART 1: GENERAL i.oi SUMMARY A. Metal Folding Disappearing Stairway including stairway, frame and door. B. Products Required, But Not Supplied Under This Section. 1. Required fasteners. 1.02 SYSTEM DESCRIPTION The system requires a ceiling opening of 2'-6" X 5'-6 (30" X 64") for floor to ceiling dimensions between io'-1" and 12' o" and a ceiling to upper floor dimension of greater than 1'. The rough opening at the level above shall be 30" x ** (**refer to deep frame chart for this dimension). 1.03 DELIVERY, STORAGE AND HANDLING A. Examine stairway when it arrives on site. Notify the carrier and manufacturer of any damage. B. Store stairway until installation under roof, if possible; or, if stored outside, under a tarp or suitable cover. 1.04 WARRANTY The unit carries a limited warranty of 1 year against defective material and workmanship, covering parts only, no labor or freight. Defective parts, if deemed so by the manufacturer, will be replaced no charge, freight excluded, upon inspection at manufacturer's plant which warrants same. 1.05 MAINTENANCE A. Under normal usage, the stairway shall require no preventive maintenance. B. No spare Parts shall be required. i.o6 PRICING Unit pricing is available from Precision Ladders, LLC representatives or by calling (800) 225-7814. PART 2: PRODUCTS 2.01 MANUFACTURER Precision Ladders, LLC - P. O. Box 2279 - Morristown, Tennessee 37816-2279. Phone: (800) 225-7814. FAX: (423) 586-2091. 2.02 MATERIALS A. Door 1. 1/8" aluminum door panel (standard) or 20 gauge steel door with 2 hour fire -rated Warnoc Hersey label that meets ASTM E-119 &amp; UBC 43-7 requirements, passed 250° temperature rise in the first 30 minutes (optional). 2. Steel piano hinge. 3. Door overlaps bottom flange of frame (standard). Fire rated steel door is flush with bottom of frame. 4. Eye bolt accommodates pole for opening and closing. B. Stairway 1. Stringers 1.16005-T5 Extruded aluminum channel 5" X 1" X 1/8" 1.2 Tri -fold design 1.3 Steel blade type hinges 1.4 Adjustable foot with plastic Mar -guard. 1.5 Pitch 63° (standard). Other pitches optional. 2. Treads 2.16005-T5 Extruded aluminum channel 5 3/16" X 1 1/4" X 1/8". 2.2 Width 5 3/16" 2,3 Length 219/16" (standard). Lengths to 36" available. 2.4 Deeply serrated top surface. 2.5 9 1/2" riser height (standard). Other riser heights available. 2.6 500 lbs load rating. C. FRAME Custom fabricated from 1/8" steel with factory -installed tread(s) to cover the distance from finished ceiling to finished floor above. Frame shall be on a 63° angle on the hinge end in order to continue the climb from ceiling and beyond on the same incline as the folding portion of the unit. The frame shall have pre -drilled and mounted brackets to allow for hanging from and fastening to the floor above. D. HARDWARE 1. Steel blade type hinge connecting stringer sections, zinc plated & chromate sealed, bolted to stringers. , 2. Steel operating arms, zinc plated &amp; chromate sealed, both_ sides. 3. Double acting steel springs and V -hooks, both sides. 4. Rivets rating at i000# shear. E. SAFETY 1. Steel bar handrail riveted to stringers, upper section, right side standard. Other locations optional 2. Steel section alignment clips at stringer section joints. 3. Molded rubber guards at corners of aluminum door panel (non -rated unit only). F. MANUFACTURED UNITS The disappearing stairway is a Model SS/AL-*** (***=ceiling height in inches - minimum is 121 for 30" x 6.4" opening) G. ACCESSORIES 1. Steel pole to aid opening and closing stairways. The pole is equipped with a hook on one end and bicycle grip on the other. Supplied. 2. Optional keyed lock for door (Std on rated units). H. FABRICATION The stairway is completely fabricated ready for installation before shipment to the site. I. FINISHES 1. Mill finish on aluminum stairway components. 2. Prime coat on frame. 3. Primed and painted handrail. J. SOURCE QUALITY CONTROL All products tested in factory test jig for proper operation before shipment. Part 3: EXECUTION 3.oi EXAMINATION Examine rough opening in ceiling for opening size and squareness. 3.02 INSTALLATION Install per the manufacturer's installation instructions. 3.03 FIELD QUALITY CONTROL The manufacturer has representatives in all areas of the United States and Canada. For the name of the closest representative, call (800)225-7814. OUTSIDE HANDLE OUTSIDE PADLOCK VINYL GRIP PROVISION COVER - 14 GA. REINFORCING CHANNEL 1" FIBERGLASS GALV. STEEL (TYPICAL) INSULATION 2-1'/4• PRESSURE HEAVY DUTY ' INTENSIFIER LINER - 22 GA. CLEAR OPENING X'—XX" X X'—XX" GALV. STEEL A -A STAIR HATCH CLEAR OPENING INSIDE PADLOCK O ARM PROVISION 12' x TWO POINT O LOCKING UNIT INTENSIFIER HOLD OPEN ARM O 1" RIGID FIBER VINYL GRIP INSULATION STRAPPED NOTES: A TO CURB HEAVY DUTY HINGE w/ 3/8" PIVOT PIN _\\ FRAME COVER - 4 GA. GALV. STEEL 7-1/2" 4" - I FRAME CURB - 14 GA. GALV. STEEL PRESSURE HEAVY DUTY ' INTENSIFIER 4" CLEAR OPENING X'—XX" X X'—XX" . SECTION A -A STAIR HATCH CLEAR OPENING X' -XX" HEAVY DUTY HINGE w/ 3/8" PIVOT PIN _\\ FRAME COVER - 4 GA. GALV. STEEL 7-1/2" 4" - I 0 0 z z w 0 0 CISION Ladders, LLC 5727 SUPERIOR DRIVE MORRISTOWN, TN 37814 PHONE: (423) 586-2265 FAX: (423) 586-2091 .NOT TO SCALE 04 FACTORY FINISH OPRIME PAINTED P N R H.-GALV HEAVY DUTY ' HOLD OPEN HINGE x ARM PRESSURE x INTENSIFIER 1 x NOTES: A TWO POINT LOCKING UNIT A (1) ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS. FOR INICN (2) PRESSURE INTENSIFIERS VARIESWITH THESIZE OF HE HATCH. ---------------------------------------------------- - - ----- 0 0 z z w 0 0 CISION Ladders, LLC 5727 SUPERIOR DRIVE MORRISTOWN, TN 37814 PHONE: (423) 586-2265 FAX: (423) 586-2091 .NOT TO SCALE 04 FACTORY FINISH OPRIME PAINTED P N R H.-GALV -� Page 1 of 2 ROOF HATCHES PART 1: GENERAL 1.01 SUMMARY Metal roof hatches with integral curbs. 1.02 SYSTEM DESCRIPTION The roof hatches shall have a clear opening as shown on the drawings, and shall cons 1.03 DELIVERY, STORAGE AND HANDLING A. Examine units upon arrival at jobsite. Notify the carrier and manufacturer of any B. Store units until installation under roof, if possible; or, if stored outside, un 1.04 WARRANTY The unit carries a limited warranty of 1 year against defective material and workman 1.05 MAINTENANCE A. Under normal usage, the hatches shall require no preventive maintenance. B. No "Spare Parts" shall be required. 1.06 PRICING Unit pricing is available from Precision Ladders, LLC representatives or by calling (800)225-7814. PART 2: PRODUCTS 2.01 MANUFACTURER Precision Ladders, LLC, P. 0. Box 2279 - Morristown, Tennessee 37814. Phone: (800)22 2.02 MATERIALS A. CURB 1. Formed from 14 gauge galvanized steel of lockforming quality per ASTM A-525 with 2. Sheathed with 1" of rigid fiber board insulation. 3. Height of 12" unless indicated otherwise on drawings. 4. 4" integral flange for securing to roof. 5. Hinges connecting curb to door shall be 1/8", 2 piece formed steel with 3/8" pivo 6. Extruded rubber gasket within a 20 gauge extruded aluminum track shall be securel to the frame to make the unit weathertight. B. COVER 1. Formed from 14 gauge galvanized steel of lockforming quality per ASTM A-525 with 2. Liner shall be 22 gauge galvanized steel with G90 coating ( .040 Aluminum H-14 30 3. Insulation between cover and liner to be 1" thick U.L. plain fiberglass 0.75# den 4. Lid shall be reinforced as required with 11 ga. steel channel. 5. A one point cab lock is to be provided with a built-in inside handle on units wit On units of greater length, a 2 point slam lock will be used. 6. Exterior of cover shall be devoid of hardware with the exception of the outside h 7. Outside handle shall be vinyl coated, steel T -handle. 8. Automatic hold -open device shall be formed from 3/16" steel flat bar and 1/2" dia with a vinyl grip. 9. Padlock provisions provided on both interior and exterior of unit. C. PRESSURE CONTROL Opening/closing assistance/resistance on all models shall be provided with pressure intensifiers consisting of a telescoping tube; the top(outer) tube shall be bottom(inner) tube shall be 1 1/211. Tubes shall be cadmium plated and chromate-seale D. HARDWARE Corrosion resistant hardware and fasteners is standard. http://www.precisionladders.com/specs/rhspecs.txt 2/2/2005 Page 2 of 2 E. MANUFACTURED UNITS The roof is a Model P*** (*** see chart below). F. ACCESSORIES Optional safe exit handrail to facilitate getting on or off of roof.. G. FABRICATION The hatch is completely fabricated ready for installation before shipment to the sit H. FINISH Red oxide primer. I. SOURCE QUALITY CONTROL 1. All products inspected at factory in an ISO 9002 environment. 2. All products tested in factory for proper operation before shipment. Part 3: EXECUTION 3.01 EXAMINATION Examine rough opening in roof for opening size and squareness. 3.02 INSTALLATION Install per the manufacturer's installation instructions. 3.03 FIELD QUALITY CONTROL The manufacturer has representatives in all areas of the United States and Canada. F END OF SECTION STANDARD SIZES AND WEIGHTS MODEL CLEAR OPENING PLH-G 2'-6" x 2'-6" PLH-G 2'-6" x 3'-0" PLH-G 3'-0" x 3'-0" PLH-A 2'-6" x 2'-6" PLH-A 2'-6" x 3'-0" PLH-A 3'-0" x 3'-0" PSRH-G 2'-6" x 4'-6" PSRH-G 3'-0" x 5'-0" PSRH-G 4'-0" x 4'-0" PSRH-A 2'-6" x 4'-6" PSRH-A 3'-0" x 5'-0" PSRH-A 4'-0" x 4'-0" PNRH-G 2'-6" x 5'-4" PNRH-G 2'-6" x 6'-0" PNRH-G 2'-6" x 8'-0" PNRH-A 2'-6" x 5'-4" PNRH-A 2'-6" x 6'-0" PNRH-A 2'-6" x 8'-0" WT. (LBS) 260 270 360 225- 310 G- denotes galvanized, A denotes aluminum http://wwW.pr6cisionladders.com/specs/rhspecs.txt 140 160 185 90 100 140 240 280 290 165 230 240 235 Custom Sizes are available.. 2/2/2005 --•�t.r*�..4SL3!"+.r�µ�(, i.'�'{Pjl��.���"'� :s.,,1.n t!"'�- .. �,n►�x.,,,r+,. ,:...,,' , •i., , .., ,... ,�. '�.-\"`'�s'...���.: +�.: �.r.,.,.yt,,:_.-..,•-,; �r ,-f ., �4it 'f`3. rr y,,,"r-� ,.�.�7+...-':..+�«� ....5 ' Earth systemsl�iY Southwest ... IELD DAILY `FREPORT 79-811 B Country Club Drive Indio, California 92203 - (760) 345-1588 TIME: WEATHER: TEMP: JOB NAME: 1- " !i`.a"'r C a'' ' i JOB NO: 967--;-21- DATE: 6 1' t O. LOCATION: \,/a. �' off, CLIENT: OWNER: CONTRACTOR: PRESENT AT SITE: V jr , I TEST NO. LOCATION DESCRIPTION "I �^ t /^. LOT of STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY MOISTURE CONTENT % DRY DENSITY lbs/ cu. ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % .1.11 I3 °►b 1:i v f t. V IZ- LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. 'd AiT REPRESENTATIVE SIGNATURE TECHNICIAN'S SIGNATURE BD -FS -001 (09/03) iA') 29467 DRAWING REMARKS: , o `- sz T (at 1.r• i:— i i .1.11 f t. V IZ- LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. 'd AiT REPRESENTATIVE SIGNATURE TECHNICIAN'S SIGNATURE BD -FS -001 (09/03) iA') 29467 i L Earth System q`$ Southwest `1' ~/ 79-811 t Country Club Drive Indio, Califomia 92203 - (760) 345-1588 r+te'�,Si..Bw,7i,iK�'"lil:4.�,.1.y_yy„w•t°. -� , y�tii"k +P•YKr..p��[' �r F.•7fiM "'h -r..5 i• vf1r-4 x• •�,�•�T r'� DAILY F°IELD REPORT i TIME: WEATHER: TEMP: JOBNAME:' ti f 'Y� ""i�� .,_ -= <_L.�'= JOB NO: 2- DATE: 1 / O S LOCATION: l ,N Q„ Y A CLIENT: CONTRACTOR:PRESENT AT SITE: f OWNER: TEST NO.' LOCATION DESCRIPTION r LOT or STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY % MOISTURE CONTENT % DRY DENSITY Ibs/cu.ft. RELATIVE COMPACTION %DENSITY MAXIMUM DRY Ibslcu, ft. OPTIMUM MOISTURE CONTENT % 1-7 �1l �`� �C 1 C lot `i 3 f 01) 1- 1 4 (� r ©�IL 132. SCJ C1-92- -_ REMARKS: DRAWING ly • 1 7 L -T- t'tt — i— LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. v CLIENT"REPRESENTATIVE SIGNATUPdE/ TEItMICIAN'S SIGNATURE BD -FS -001 (09/03) r 1 295V .�,-x;`.>;+'4��•.�^- -;{•.�,. :+.: �tr�li xly.Y.•J,•'R+"y.y.«'�'•t...y.Y;�"'.�•`"F:�'�Ck.h►/•-•r'�ScPr. _.f'�y-`"t...jN•,+ �. .. f'.. y'�... x>:.s.•,. „qr.,. �94.. ,r'>1., q-.,�,�w��.•q„+�-•:ti:t"•e!'1tS�•�r, Earth System s • Southwest DAILY FIELD REP RT 4( �� O r' 79-811 B Country Club Drive t Indio, California 92203 - (760) 345-15488 TIME: WEATHER: TEMP: 1 rte P I JOB NAME: 1-5 5 �. ,:� '1 "' -'�)'-Z JOB NOI b 7D- 2- DATE: coal ° I 0 a LOCATION: CLIENT: t CONTRACTOR: 1 OWNER: PRESENT AT SITE: �' ��� i . ,, J� Lt `? ��+• .� TEST NO. LOCATION DESCRIPTION LOT or STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE m REQUIRED MINIMUM DENSITY % MOISTURE CONTENT off, DRY DENSITY lbs/ cu. ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % 1 oU a 1W4 94 LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESENTATIVE SIGNAT� RE TECHNICIAN'S SIGNATURE 72g � BD -FS -001 (09/03) •4 ,r „. ;*,� r4 p DRAWING REMARKS: � r vr�-n w n. � la'z k . ,�r L r: 1 � • , '' �Cr� M.-. R r�v- :. •, Y +I 1 oU a LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESENTATIVE SIGNAT� RE TECHNICIAN'S SIGNATURE 72g � BD -FS -001 (09/03) •4 ,r „. ;*,� r4 p -%`'�r�►' 7s'�:t-wt�,tS�YtF.c,,,� �"�''''"'*'�• .. e,�y,'�j�Y^�+•u �91btA%"��"'„'P' js?�Ff r� wit r'i'$i �l*�"�'b�?r�n,l�rx`'*(fifXttY ;w'f�,•'�.�' 7'';y�a-''•'F;I��-...�.,,.:i,',,,. / �• <4`• a S •� Earth Systems 1�£ Southwest.r DAILY F= °ELD REPORT ~, 79-81'1 B Country Club Drive Indio, California 92203 - (760) 345-1588 TIME: WEATHER: TEMP:” JOB NAME: z— •�i<�<~-.o ? — e%j �_, tZ JOB NO: , 71, `-- Z-- DATE:It��c LOCATION:1 {,j �,;,j� . CLIENT: OWNER: CONTRACTOR: V J" Irv., >A I PRESENT AT LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or. observations. No guarantee or warranty of the contractors work is made or implied. This report is subjec to review by the project manager. (A CLiENT.R]�PRESENTATIVE SIGNATU TECHNICIAN'S SIGNATURE( BD -FS -001 (09/03) °287 LOCATION DESCRIPTION REMARKS: FIELD TESTING REFERENCE CURVE 7 MOISTURE DRY RELATIVE MAXIMUM OPTIMUM TEST LOT APPROXIMATE REQUIRED NO. of STATION ELEVATION CONTENT DENSITY COMPACTION DRY MOISTURE MINIMUM DENSITY Y NUMBER % lbs/ cu. ft. °� DENSITY CONTENT � � Ibs/cu.ft. Z t..+ 1 { l 7 1 Cry , kx" �` v �xf f LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or. observations. No guarantee or warranty of the contractors work is made or implied. This report is subjec to review by the project manager. (A CLiENT.R]�PRESENTATIVE SIGNATU TECHNICIAN'S SIGNATURE( BD -FS -001 (09/03) °287 DRAWING REMARKS: 7 r .w r) y J o' D Y LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or. observations. No guarantee or warranty of the contractors work is made or implied. This report is subjec to review by the project manager. (A CLiENT.R]�PRESENTATIVE SIGNATU TECHNICIAN'S SIGNATURE( BD -FS -001 (09/03) °287 '�`�"'w!7"�F�T`"`"���'�`v"'4'�4�✓a .'HWE�plt�i.n.^ .. i. may, .+�1. `'�N�pa �.Hp(S.-•'i.�, �'.• - .`'^Y� .o_y, , •.,', R. R,,,� ...yH ..�'I ��-T . .� .n.... . :��. ..�;dF1i! Earth Systems, southwest DAILY X REPORT 79-811 B Country Club Drive Indio, California 92203 - (760) 345-1588 TIME: WEATHER: TEMP: < �' Z.1 r:_ `�Z. JOB NO: �1 '� `�- DATE: 2 (cad JOB NAME: `i I- '��", , �.rw .�t~ � rf- t � + LOCATION: IL-� fC=a��y:.�� A CLIENT: OWNER: CONTRACTOR: PRESENT AT SITE: t TEST NO. LOCATION DESCRIPTION � LOT of STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY MOISTURE CONTENT % DRY DENSITY Ibs/cu.ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY OPTIMUM MOISTURE CONTENT l v V �, 1 �� 1 loci '1 ii H 1 LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. VdOtAVREPRESENTATIVES NATURE TECHNICIAN'S SIGNATURE BD -FS -001 (09/03) Nil 29508 DRAWING REMARKS: G,,,�M�'+ 4 i, 1:, 103...1 �2 Ar fw 7- i> C In `- 1 1 i i •l . �. i U V LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. VdOtAVREPRESENTATIVES NATURE TECHNICIAN'S SIGNATURE BD -FS -001 (09/03) Nil 29508 r.�M'-"�'�'y,-1''�}"4.�?re`�'..�\i�t'4R"`.,,r �Y�r�"�,?'��"y'• "�"�Y'��-1 A� � M.a•;avatr'. �vvt�ti-n„ti r�`�.�'�j.r4�y�., f�ri.r'�f�r»,��4'iiv-•".r'�r1..1'�. r_.._.�;y i, _ Earth' Systems`' �- i' . � i9 C..., southwest `'```w DAILY'FLD REPORT L 79-81'16 Country Club Drive J . Bermuda, Dunes, California 92203 • (760) 345-1588 TIME: WEATHER: TEMP: JOB NAME: JOB NO: DATE:�t:.�� :.",z LOCATION: A C -D 11 CLIENT: OWNER: CONTRACTOR: /, ,'':{a PRESENT AT SITE: t TEST NO. LOCATION DESCRIPTION LOT of STATION NUMBER APPROXIMATE ELEVATION FIELD TESTING REFERENCE CURVE REQUIRED MINIMUM DENSITY MOISTURE CONTENT % DRY DENSITY lbs/ cu.ft. RELATIVE COMPACTION % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % (_9 t}------------- wy - ` T REMARKS: DRAWING I + • �awrrvy � � 1w��A , '-t- tom,14 1 e LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This report is subject to review by the project manager. CLIENT REPRESENTATIVE 94•GNATURE TECHNICIAN'S SIGNATURE N y 9.9940 BD -FS -001 (09703) TITLE 24 REPORT NJ Title 24 Report for: Kelly Pacific - Old Towne La Quinta, CA 92253 Project Designer: Kristi Hanson Architects 72-185 Painters Path, Suite A Palm Desert, CA 92260 760-776-4068 Report Prepared By: Robert H. Foste'r FDG Consulting Engineers 17752 Skypark Circle #235 Irvine, CA 92614 (949) 253-9630 Job Number: CITY OF LA QUINTA BUILDING & SAFETY DEPT. 04-092 APPROVED FOR CONSTRUCTION 15 * Date: DATE --9 ISIL BY -04g 6f 1/11/2005 7 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 897-6400. EnergKPro 3.1 By EnergySoft Job Number: 04-092 User Number: 5670 ...... ....... . ... ... .... I TABLE OF CONTENTS I Cover Page Table- of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatory Measures Form MECH-MM Mechanical Mandatory Measures i EnergyPro 3.1 By EnergySoftJob Number: 04-092 1 2 3- 14 15 User Number. 5670 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 (PROJECT NAME _ Kelly Pacific _ !PROJECT ADDRESS Old Towne La Qui_nta _ (PRINCIPAL DESIGNER - ENVELOPE I. _ Kristi Hanson Architects _— DOCUMENTATION AUTHOR ILI FDG Consulting Engineers (TELEPHONE — — _ _760-776-4068-- TELEPHONE ___._...._-_..._._.. (949) 253-9630 DATE 1/11/2005 Building Permit # Checked by/Date Enforcement Aaencv I 10-25-00- 61469 Sg.Fc 15 !BUILDING TYPE NONRESIDENTIAL C HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM I�I PHASE OF CONSTRUCTION (� NEW CONSTRUCTION ADDITION LJ ALTERATION EXISTING +ADDITION (This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 16, of the State Building Code. This certificate applies only to a Building using_ -e performance compliance approach. DOCUMENTATION AUTHOR SIGNATURE i DAT . -._. -- Robert H. Foster i t (The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled I Ifor this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this !permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title I24, Part 6. ENV. LTG. MECK , I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 1 FI._ i r' -1 EJ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section - -� 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3- I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt 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 SIV -1 _-- �PRINCIPAL PE ENVELODESIGNER -NAME------ ME � SIGNA--- TURE � � — — LIC. NO. Kricti Han --,nn Arrhitprts Indicate location on plans of Note Block for Mandatory Measures (Lighting Compliance Not In The Scope Of Required Forms -- — ------ ...—_..._:— 1— -- -..--- (PRINCIPAL LIGHTING DESIGNER -NAMESIGNATURE ILIC. NO. TATE I i 1 MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required F -s� CH -1, MECH-2, MECH 3 .PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATU!. `O ILIC.. N_O. ! DATE MRC Engineering_ Inc_ Run Initiation Time: 01/1110510:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page:3 of 16 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 Kelly Pacific DATE 1/11/2005 FAN—NUAL SOURCE ENERGY USE SUMMARY (kBtu/sqft-yr) Standard Proposed Compliance ENERGY COMPONENT Design Design Margin Space Heating 2.23 1.1611 EMIR 011_1=4 Space Cooling 57 Indoor Fans Rejection 13.17! 0.05 Heat 0.00 0 00; 0.00. Domestic Hot Water 0.00 0.001i i 0.00 Lighting 35.341 35.341 0.00 10, N Receptacle 22.68 22.681 0.00] Process 0.00 0.001; 0.09] TOTALS: 130.96 115.61 15.35 Percent better than Stand6rd: 11.7% 11.7% excluding process) BUILDING COMPLIES 1 GENERAL INFORMATION Building Orientation i Number of Stories �[4i Conditioned Floor Area 64691s cft 1' Unconditioned Floor Area 01 sqft. I Number of Systems I Conditioned Footprint Area sqft. Number of Zones 4:t Orientation Gross Area g1gK[6g_A!qLa Glazing Ra Lio I Left Elevation (East)! 2,0 5 sqft. 287 sqft. 14.0%1 Right Elevation (West� 1,7081 sqft. 216 sqft. 12.6%i i I Total 573 sqft. 9.8-1.1 | /� '-- -- — �----------'------' ' ----' -'-'--- '----------'—'---� | r--- -' - --- ----�'---'--------- ------------ --� - ---------' Standard Propo ed- Atraawhe Lighting Power Density 1.2001WIsclift.' 0.000,; Woqft. Savings vs. Title 24 14.1 � � x | PreocrpbveEnv. Hea�Lose | L umm Energy Pe�ormanceCred�, / ! i ' F- amm ' ---`--i -- ! Prescriptive Env. Haat Goin amm-F -'-ru=x'roamm-F !^excludes process and receptacle �s�LE,n�m"o""�u| � --- --- Remarks:/ . ' . � . ! ! ' Run Initia-tion Time: 01111105 10:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page:4 of 16 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 Of 3 PERF -1 PROJECT NAME Kelly Pacific DATE 1 /11 /2005 ZONE INFORMATION System Name Zone Name Occu enc T P Y Type Floor Area (sgft•) Inst. LPD (W/sf)1 Port. Ctrl. LPD Credits (W/st)1 Wls 2 Tailored Proc. LPD Loads (W/sf) 3 (Wlsf) HP -1,2 HP -1,2 Comp Bldg Office 1,532 0.000 0.000 HP -3,4 HP -3,4 Comp Bldg Office 1,444 0.000 0.000 HP -5,6 HP -5,6 Comp Bldg Office 1,750 0.000 0.000 HP -7,8 HP -7,8 Comp Bldg Office 1,743 0.000 0.000 Notes: 1. See LTG -1 (items marked with asterisk, see LTG -2 by others) 2. See LTG -3 3. See LTG -4 Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. I Plan I Field 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 EnergyPro 3.1 By EnergySoft __ User Number: 5670 _ Job Number: 04-092_ _____ Page:5 of 16 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME Kelly Pacific Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window DATE 1/11/2005 OPAQUE SURFACES 0.66 Double Metal Clear w/ Low E 2 Window 108 0.360 270 Surface Framing # Type Type Area U -Fac. Act. Azm. Tilt Solar Gains y/N Form 3 Reference Location / Comments 1 Wall Wood 347 0.088 90 90 X I IR-13Wall .13.2x4.16 HP -1.2 2 lWall Wood 101 1 0.088 180 90 XI IR-13Wall W.13.2x4.16 HP -1.2 3 Wall lWood 264 0.088 270 90 XI IR-13Wall W.13.2x4.16 HP -1 2 4 Door None 48 0.581 270 90 X I I Hollow Metal Door HP -1,2 5 Wall Wood 166 0.088 0 90 x I I R-13 Wall .13.2x4.16) HP -1,2 6 Door None 24 0.581 0 90 X I I Hollow Metal Door HP -1,2 7 Wall Wood 90 0.088 180 90 X I JR-13Wall .13.2x4.16 HP -1,2 8 Wall Wood 90 1 0.088 90 90 X1 JR-13Wall ,13.2x4.16) HP -1,2 9 Wall Wood 23 0.088 270 90 X R-13 Wall .13.2x4.16 HP -1,2 10 lWall jWood 35 0.088 180 90 X R-13 Wall W.13.2x4.16) HP -1,2 11 Door None 48 0.581 180 90 Hollow Metal Door _ HP -1,2 12 Wall Wood 180 0.088 0 90 X R-13 Wall .13.2x4.16) HP -3,4 13 Wall Wood 264 0.088 270 90 X R-13 Wall .13.2x4.16 HP -3,4 14 Door None 48 0.581 270 90 X1 Hollow Metal Door HP -3,4 15 wall Wood 347 0.088 90 1 90 XII IR-13Wall .13.2x4.16 HP -3,4 16 Wall Wood 166 1 0.088 180 90 Xjj JR-13Wall .13.2x4.16) HP -3,4 17 IDoor INone 24 0.581 18090 0.76 X Hollow Metal Door HP -3,4 - 18 Roof Wood 1,694 0.043 0 0 R-19 Roof R.19.2x8.16 HP -5,6 19 Wall jWood 334 0.088 90 90 R-13 Wall 13.2x4.16 HP -5,6 20 IDoor INone 96 0.581 90 90 X Hollow Metal Door _ HP -5,6 FENESTRATION SURFACES _ Site Assembled Glazing Cnecic Dox it t3wldmg is - IUU,000 sgtt of CFA and - 10,000 sgtt vertical glazing then NFRC Certification is required. LI Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 123 0.360 90 0.66 Double Metal Clear w/ Low E 2 Window 108 0.360 270 0.66 Double Metal Clear w/ Low E -HP-1,2 3 Window 108 0.360 270 0.66 Double Metal Clear w/ Low E -HP-1,2 4 Window 123 0.360 90 0.66 Double Metal Clear w/ Low E -HP-3,4 HP -3,4 5 Window 35 0.360 90 0.66 Double Metal Clear w/ Low E HP -5,6 6 Window 30 0.360 180 0.66 Double Metal Clear w/ Low E HP -5,6 7 Window 6 0.360 180 0.66 Double Metal Clear w/ Low E 8 Window 6 0.360 90 0.66 Double Metal Clear w/ Low E -HP-5,6 9 Window 30 0.360 0 0.66 Double Metal Clear w/ Low E -HP-5,6 10 Window 2 0.360 0 0.66 Double Metal Clear w/ Low E -HP-7.8 11 Window 2 0.360 0 0.66 Double Metal Clear w/ Low E -HP-7,8 HP -7,8 EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Len. Hat. LExt.RExt. Dist. Len. Hi -t. Right in Dist. Len. H41- t1 1 None 0.76 9.0 13.7 10.0 0.1 10.0 10.0 0.1 2.0 0 0.0 0.0 0 2 None 0.76 9.0 13.7 10.0 0.1 10.0 10.0 0.0 0.0 0 0.1 2.0 0 _ 3 None 0.76 9.0 13.7 10.0 0.1 10.0 10.0 0.1 2.0 0 0.0 0.0 0 4 None 0.76 9.0 13.7 10.0 0.1 10.0 10.0 0.0 0.0 0 0.1 2.0 0 5 None 0.76 6 None 0.76 7 None 0.76 _ 8 None 0.76 _ 9 None - 0.76 1 10 None 0.76 _- 11 None 0.76 _ Run Initiation Time: 01/11/05 10:00:40 Run Code: 1105466440 1 ,EnergyPro 3.1 By EnergySoft- ! _ User Number: 5670 - Job Number: 04-092 _-Page:6 of 16 J ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME Kelly Pacific DATE 1/11/2005 OPAQUE SURFACES # Surface Framing Type Type Act. Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments 21 Wall Wood 236 0.088 180 90 X11 JR-13Wall .13.2x4.16 HP -5.6 22 Door None 24 0.581 180 90 X11 I Hollow Metal Door HP -5.6 23 Wall Wood 236 0.088 270 90 X R-13 Wall .13.2x4.16 HP -5,6 24 Door None 144 0.581 270 90 A I Hollow Metal Door HP -5,6 25 Wall Wood 121 0.088 0 90 x MR-13Wall .13.2x4.16 HP -5,6 26 Door None 24 0.581 0 90 X I I Hollow Metal Door HP -5,6 27 IRoof Wood 56 0.043 0 0 R-19 Roof R.19.2x8.16 HP -5,6 28 Wall Wood 84 0.088 180 90 X I JR-13Wall (VV.13.2x4.16) HP -5,6 29 Wall Wood 84 0.088 90 90 x I JR-13Wall .13.2x4.16 HP -5,6 30 Wall Wood 85 0.088 270 90 X I JR-13Wall (W.13.2x4.16) HP -5,6 31 Roof ' Wood 1,693 1 0.043 0 0 X1 I R-19 Roof R.19.2x8.16 HP -7,8 32 Wall Wood 236 0.088 0 90 X1 JR-13Wall (N.13.2x4.16) HP -7,8 33 Door None 24 0.581 0 90 X I I Hollow Metal Door HP -7,8 34 lWall Wood 236 0.088 270 90 X R-13 Wall .13.2x4.16) HP -7,8 35 Door None 144 0.581 270 90 X1 I Hollow Metal Door HP -7,8 36 Wall Wood 374 0.088 90 90 X I JR-13Wall .13.2x4.16) HP -7,8 37 Door INone 96 0.581 90 90 X Hollow Metal Door HP -7,8 38 Wall Wood 1121 1 0.088 180 90 R-13 Wall .13.2x4.16 HP -7,8 39 Door _ None 24 0.581 180 90 Hollow Metal Door HP -7,8 40 Roof lWood 1 50 1 0.043 0 0 X R-19 Roof (R.19.2x8.16) I HP -7,8 FENESTRATION SURFACES Site Assembled Glazing Check box if Building is — 100,000 sgft of CFA and — 10,000 sqft vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments EXTERIOR SHADING Window ## Exterior Shade Type SHGC Hgt. Wd. _ Overhang Left Fin Right Fin _7 Len. H t LExt.RExt. Dist. Len. H t. Dist. Len. H t. Run Initiation Time: 01/11/0510:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 _ —_ Job Number: 04-092 Page:7 of 16 J ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME Kelly Pacific Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments DATE 1/11/2005 OPAQUE SURFACES Surface Framing Act. # Type Type Area U -Fac. Azm. Tilt Solar Gains y/N Form 3 Reference Location / Comments 41 Wall Wood 88 0.088 0 90 XII IR-13Wall W.13.2x4.16 HP -7,8 42 Wall IWood 88 0.088 0 1 90 XII IR-13Wall W.13.2x4.16 HP -7,8 43 Wall Wood 85 0.088 0 1 90 X R-13 Wall W.13.2x4.16 HP -7,8 EXTERIOR SHADING Window ## Exterior Shade Type SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. Hot. I Run Initiation Time: 01111/05 10:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page:8 of 16 FENESTRATION SURFACES Site Assembled Glazing CnecK box it ttuilding is — 1UU,000 sgtt of CFA and >= 10,000 sqtt vertical glazing then NFRC Certification is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments EXTERIOR SHADING Window ## Exterior Shade Type SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. Hot. I Run Initiation Time: 01111/05 10:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page:8 of 16 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Kelly Pacific I 1/11/2005 SYSTEM FEATURES SYSTEM NAME 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. CA FM (MECH-3, COLUMN 1 HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS HP -1,2 HP -3,4 HP - Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW _ Constant Volume No No Constant Temp Constant Temp n/a _ Air Balance Auto No Economizer 243 cfm Heat Pump 0.92 HSPF Split DX 12.0 SEER / 11.0 EER Carrier 38QRC036 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Required n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto No Economizer 217 cfm Heat Pum 0.92 HSPF Split DX 12.0 SEER / 11.0 EER Carrier 38QR5036 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Require n/a Yes 0.0 kW Constant Volume No No Constant Tem Constant Temp n/a Air Balance Auto No Economizer 260 cfm Heat Pump 4.20 HSPF Split DX 12.0 SEER / 11.0 EER Carrier 38QRC048 Yes Yes Ducts in Attic 4.2 Ducts in Attic 4.2 No CODE TABLES: Enter code from table below into columns above. NOTE TO FIELD HEAT_ PUMP THERMOSTAT? Y: Yes N. No TIME CONTROL_ S: Pro9 Switch O: Occupancy Sensor M: Manual Timer SETBACK CTRL. H: HeatingEnter C: Cooling B: Both ISOLATION ZONES Number of Isolation Zones. -. FAN CONTROL I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity j A: Air W: Water N: Not Required EC: Economizer Control 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 SPACE _ _... _ EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page:9 of 16 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Kelly Pacific 1/11!2005 SYSTEM FEATURES SYSTEM NAME 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 { HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS HP -7,8 Programmable Switch Heating & Cooling Require n/a Yes 0.0 kW Constant Volume No No Constant Temp_ Constant Temp n/a Air Balance Auto No Economizer 269 cfm Heat Pum 4.20 HSPF Split DX 12.0 SEER/ 11.0 EER Carrier 38QRC048 Yes Yes Ducts in Attic 4.2 Ducts in Attic Ducts 4.2 No CODE TABLES: Enter code from table below into columns above. HEAT P_ UMP THERMOSTAT? Y: Yes N: No �L- TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL _ ELECTRIC HEAT? S: Pro Switch O: Occupancy Sensor M: Manual Timer H: HeatingEnter C: Cooling B: Both Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve l VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/ COOL? HEAT AND COOL SUPPLY RESET? VENTILATION B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control Natural OUTDOOR DAMPERI A: Auto G: Gravity ECONOMIZER A: Air W: Water N: Not Required EC: Economizer Control See Section O.A. CFM Enter Outdoor Air CFM. Note: This shall be nog less than Col. H on MECH-3. r` HIGH EFFICIENCY? --- - �- PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? - - -N: SEALED DUCTS IN CEILING/ROOF SPACE Run Initiation Time: 01/11/0510:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page: 10 of 16 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 IPROJECTNAME DATE 1/11/2005 --------------- ICHILLER AND TOWER SUMMARY . . ...... PUMPS Tot. Motor Drive Pump Equipment Name Equipment Type GPM BHP i City. i Efficiency To9l,� q�� Eff. Eff. Control .7 ----- - ----- ------ ............ ... �QHW / TOILER SUMMARY 'TANK It UL.:: . ...... Energy Factor Standby . ..... ... Rated j Vol. or Recovery i Loss or Pilot i Ext. System Name System Type Distribution Type R -Val. Input Gals.) 1 Efficiency ICENTRAL SYSTEM RATINGS COOLING Aux. yLtgtT. N a m e" System T Output kW Eff. '_Output Efficiency_. Economizer Type !Carrier 38QRC036 -- !bpllt L)A 4 36,000i 0.0.0 92 HSPF 35,00 24,500112.0 SEER 11.0 EER I No Economizer ---------- ........... .. _. _ ... !Carrier 38QRC048 'Split DX 1 4 48,000! 0.0: 4.20 HSPF 48,000! 36,000!12.0 SEER 11.0 EERINo Economizer ... ........ ICENTRAL SYSTEM FAN SUMMARY Motorl Driveli 1 motor: Drive �jy;�tqm Name.. Fan Type Motor Location . .... ... . ...... CFM E BHP Eff. BHP Eff. Eff. ------ ... .... :Carrier 38QRC036 Constant Volume i Blow -Through 1,150: 0.25j 77.0%i 100.0%1 i none! 38QRC048 t�iarrier­­ Constant Volume :Draw -Through 1,350: 0.251 77.0%! 100.0%: 1 none - J- L ....... ----- --- 4L Run Initiation Time: 01/11/05 10:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page: 11 of 16 MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 PROJECT NAME Kell Pacific DATE1/11/2005 ZONE TERMINAL SUMMARY 7.8 MARK VAV TERMINAL BOX Min. CFM Reheat Coil System TVDe Q. Ratio Type DeltaT VAV Box 1 100% none n/a VAV Box 1 100% none n/a VAV Box 1 100% none n/a VAV Box 1 100% none n/a �... A _ ....._...— Room Name Qty. CFM BHP Motor Eff. Drive Eff. i n/a none n/a J I TERMINAL FAN Motor Drive CFM BHP Eff. Eff. none none none none LIN BASEBOARD Type Output none n/a none n/a none n/a none n/a Eff. I — Motor Drive Room Name Q CFM BHP Eff. Eff. I Run Initiation Time: 01/11/05 10:00:40 Run Code: 1105466440 EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page: 12 of 16 �— -. _...---.._-.. - - -- - -- - ._.....--- - ...._.....-- - — --....-_._.l MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE Kelly Pacific 1/11/2005 MECHANICAL VENTILATION o © a a [0 a a FH] D [7J] n AREA BASIS COND. MIN. AREA CFM CFM (SF) PER SF (B x C) 1.532 0.15 230 1.4441 0.151 2171 1.7501 0.1 1.7431 0.1 OCCUPANCY BASIS NO. CFM MIN. OF PER CFM PEOPLE PERSON (EXF) Totall Totall REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOF AIR CFM VAV MIN. RATIO TRANS. FER AIR 230 243 100'/o 230 243 217 217 100% 217 217 262 260 100% 3 262 260 261 269 100% 261 269 FC Minimum Ventilation Rate per Section 121, Table 1-F. E 1 Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I 1 1 Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fan: LK i Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). EnergyPro 3.1 By EnergySoft — User Number: 5670 Job Number: 04-092 Page: 13 of 16 ENVELOPE MANDATORY MEASURES ENV -MM :PROJECT NAME ;DATE Kelly Pacific. - ._..._._............._ .....-----......._...---- ._...... 1/11/2005 DESCRIPTION_ jDesigner _Enforcement X-; §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article —__.__._..__.... -._'..—._—__ ...... ........._.,.._ __. 3 § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. i ....... ;- ...---..... ...... 'X_ § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. i i § 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 i fire doors). Xj § 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. i 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. i _ EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page: 14 of 16 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME Kelly Pacific DATE 1/11/2005 DESCRIPTION IlDesigner lEnforcement Equipment and Systems Efficiencies I_J§111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. U§ 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123.' § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or U § 122(e)16 An occupancy sensor to control the operating period of the system; or ' U § 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the system. a§ 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. LSI § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. IVj(1 § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 15 of 16 (MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM ;PROJECT NAME DATE Kelly Pacific ..._..-..._.._........._..._.._.. - -- ......._...... 1/11/2005 Description _Designer 'Enforcement_: --------- - - Ventilation X. § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. I § 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. _----....__......_------........ § 142(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. I X: § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or j § 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 i § 121(f)4 Another method approved by the Commission. i Service Water Heating Systems --- - § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. ! i I § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: i Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. I 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 i water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 3.1 By EnergySoft User Number: 5670 Job Number: 04-092 Page: 16 of 16