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0204-201 (CSCS)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: V ( ) 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 am 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: ( ) 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 HXKMP'! Policy No. (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: t ` i Applicant— Warning: pplicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Ctuinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to -enter upon the above-mentioned property for inspection purposes. (Owner/Agent) Date ' PERMIT # BUILDING PERMIT 0104-201 DATE ,, _, ..I VALUATION LOT TRACTJOB SITE' ADDRESS 77 -S&S AVENI iA MO�P.�XI I� APN 773 -074 -MD.. OWNNER♦�CONTRACTOR /�EN �,+LJ�J +lZ[ii.ii-u'1 ��+Lc4AL-r.Z Si.G+1rA1.1:.A'�11�./J.'Y i.'?.T�i'9CE 7//DESIGNER 31. i%i,fA-'i.Id1J.1.,C'.✓M�).•vV��11.i.0 isi.l �1�. 1�V1V 4 5-87! =d'M1q blrml IT 51-538.F EOIDA MART EZ P&M C} CA 92201 L.AQUINTA t;,'L 92253 (76q,y771,43C-8 CP.xUI 1463 USE OF PERMIT .�1?'% S.3T. Ct)Ai�lFd1ITI1t`PY` :.,'f{.'if1',`�ft, �F;..T�` Eh4�e ��, :•1 �siiefx: U$fry 4'C),R. HIPATTO 1,30,00 0 SPR1'NX11 `AL 6,wm S}r AIC -- C':CMMUIRCIA6 ,.3,141.00 IAT rltBVC BUJLD!NCiVN I'r.00 FS'nWA 7 COST OF COM!:t`1.IC,11014 4199,924M F1�.,f�;Wr ORR SUMMARY PLAN CittECK YEF Tt�.+'Cz�.6.t31�.�t.+'Ir'F,k; 1tD1•U{r0��"�'1^t10i! ,„ �!�$,!� +L9CTkiC.,oul pry, 101-000-4204M VV.74 Ll?1d4OYl`It�np 101-000-419-0(X) '' $173,00 STRONG M0T100 2 PrP. • COMM 100-000-241-,')r. O � .96 AORD CITY OF LAQUINTA FINANCE DEPT__.-.--- SUB-L'OTAT.. CZE+%STRIYCIT0l4..RD PIJP CT MCK S4,:436.82 miss PRE -P MS $0,00 i RECEIPT DATE BY 0 ,IN ED INSP CTIdR U) F- vC/) _W �_� aW N Z1— D OO P Li LU <fl -a C0 Z co L0 N ON U °' � Q nQ0 DLLJ LL J J naU i a) lqdl Z cb5 ra R LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 451035 B 11131/04 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I 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 am 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: ( ) 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 EXEMPT Policy No. (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: Applicant 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. 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 $80 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 authorize representatives of this City to enter upon the above- menticr ed property for inspection purposes. Signature (Owner/Agent) Date BUILDING PERMIT PERMIT020 -201 DATE VALUATION $499,824.00 LOT TRACT BIS 130&; 131 JOB SITE.APN ADDRESS 77-865 AVENIDA MONTEZLTA1A 773-074-002 OWNER CONTRACTOR / DESIGNER / EN INEER COACBELLA VALLEY RECREATION & P AL DURRETi' CONSTRUCTION 45-871 CLDTTON STREET 51-538 AVENIDAMARTINEZ INDIO CA 92201 LA QUINTA CA 92253 (760)771.4368 CB1,4 1463 USE OF PERMIT COMMERCIAL 6137 S.F.,COMMUNIT`I CENTER BLDG (A-3, E-3, 2-11MIXED USE, TYPEV=N, SPRI-NKLEREv) PORCH/PATIO 1,390.00 SF SPRINKLER 6,137.00 SF A/C -- COMMERCIAL 5,141,00 SF PUBLIC BUILDINOV14 6,137.00 SF ESTRVIATED COST OF CONSTRUCT10N 499,824.00 PERA41T FEE SUNEViARY CONSTRUCTION FEE 101-000.418-000 $2,039,50 PLAN CHECK FEE 101-000-439-318 $1,711.12 MECHANICAL FEE 101-000-421-000 $163.50 ELECTRICAL FEE 101-000-420-000 $137.74 PLUMBING FEE 101-000.419-000 $175,00 STRONG MOTION FEE • COMM 100-000-241-000 $104.96 SUB -TOTAL CONSTRUCTION AND PLAN CHECK $4,336.82 LESS PRE -PAID FEES $0.00 TOTAL, T.t'_ERI M T FE'S DUE $ 4;-im-82 RECEIPT DATE By DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings 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 & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath .Q.w• p f; VF, -l2- Final / BLOCKWALL APPROVALS Final POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location 9 Underground Electric 7 I Underground Plbg. Test FK41 Gas Piping PLUMBING APPROVALS Gas Test Electric Final Wi:ste Lines 16A 2G. ` 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 Furfures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: ��/�� Z/ �/�u� ��8� ��dt✓ CITY OF LA QUINTA�SUB—CONTRACTOR LIST JOB ADDRESS ��5� /'�/��CZ(�„�� PERMIT NUMBER b2 os�/ / OWNER C U%�C��C��/a�� I7 BUILDER z . Zl�4' OK This form shall be posted on the iob with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to on this lob. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of buildinq permit. For each aoDlicable trade_ all infnrmatinn ramtactn,4 1e1—, —..-+ 1.,. Trade / Classification . __, ___ ._.._....__........y...,,,w.� Contractor va W. ,,,UAL LJc %,V111P1t7lCU Uy app!H:anl. un rne, is not an acceptable response. State Contractor's License ' Workers Compensation Insurance City Business L ice Company Name Classification le.g. A, B, C 81 License Number Ixxxxxxl Exp. Date Carrier Name .(xx/xx/xx) (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date Ixx/xx/xxl License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-12) -0 Jj �� 3/ d 7�1; IZ/�✓/�' U �� (� Z� ��L `3 / 21b-3 CONCRETE (C-8) FRAMING (C-5) STRUCT. STEEL (C-51) '' /%,`'� �� J S 7 G cZ / % j,/ v G D D 00 / MASONRY (C-29) PLUMBING (C-36) . ' C Lz,fit i' � 0 � , �9 Z U 10 Z a LATH, PLASTER (C-35) DRYWALL 1C-91 HVAC IC -201 ELECTRICAL (C-10) / �?/ f NG617 _ / y /. ��! 2 7..� Z/vU ` Z 51 /JO_zvs. E o �l p 7, C �✓� /j% 'fl �� ov. GZ /'DdZ % g g000.1514002-1 D 9 -.24-03 �0 7 ROOFING (C-39) f � SHEET METAL (C-43) Z� O7 1p c FLOORING (C-15) GLAZING (C-17) y. CJJ4. o-v INSULATION (C-2) l/17oiv -fRQJA4A(11y r ZK p $- SEWAGE DISP. (C-42) PAINTING IC -33) CERAMIC TILE (C-54) CABINETS (C-6) �� 5 7. !� �� . ;I. � - 00 070,f:3 I �� • � �a FENCING (C-13) LANDSCAPING (C-27) POOL (C-53) IAA '3 P.O. BOX 1504 Building 78-495 CAI!LE TAMPICO APPLICATION ONLY Address %%"'� Avg MPA1702~ LA OUINTA, CALIFORNIA 92253 Owner onor Mailing BUILDING: TYPE"CONST. OCC. ORP, Address" -g?/ A.P. Number -7 7 � 7�� 00 City Zip Tel.'--'--�� „5 > o. 9Z�oj r Legal Description__ /3cit /�/ S G h Vit -W /i� Contractor Project Description s• ow APA t'kI 7'T•' ST: _�'i�lD C70 - Address. CityZip Tel.. St15 10 .3 ate Lic. Pioyfl &� Sq. Ft. No. No. Dw.. Arch., Engr., Size Stories Units Designer 7:1 - Zip ' New ❑ Add 0 Alter O Repair ❑ Demolition O 74@3 � IV t/� .TeWdI--m37Cit �T`/'� State p rJ 9'.?Lic. N - LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (Comm In with Section 7p1 of ivislon 3 of the Business and Professions Code and m license Is In full force and ROC Wr Estimated Valuation 1 PERMIT AMOUNT DAVID EVANS d DAVID EVANS Plan Chk.Dep. ANoASSOCIATES INC. ANDASSOCIATES INC. Plan Chk. Bal. Const. € Mach. , RUBEN E. RAMIREZ RUDY P. ACOSTA Electrical Senior Conntrucfion Alonager Project Ma1703ff Plumbing 7 `�� $?� �•—J— S.M.I. I Grading Driveway Enc. 68-955 Adelina Road Suite 210 68-955 Adelina Road Suite 210 I ` Infrastructure Cathedral City California 92234 Cathedral City California 92234 TELEPHONE: 760.322.5778 TELEPHONE: 760.322.5778 FACSIMILE: 760.323.5699 FACSIMILE: 760.323.5699 TOTAL , REMARKS --- _ certify that in the performance of the work for which th s pem1T s seue s a ' employ any parson In any manner so as to become subject to the Workers' Compensation Laws of California: Date Owner NOTICE TO APPLICANT: ll, -after making this Certificate ofExem tion p you should becomewith ZONE: By:. comply it the Workers' Compensation all be deemed of the Lahor Code, you must /drthwltA comply. with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: I Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION on LENDING AGENCY Side Street Setback from. Center Line l I hereby affirm that thele is a construction CivilC lending agency for the performance of the work for which this permit is issued. (Sec. 308 T, cl�ri code.l Side Setback from Property Line Lender's Name � Lender's Address Thin Is a building permit when properly filled out, signed and validated, and Is subject to FINAL DATE INSPECTOR expiration It work thereunder Is suspended for 180 days. i I certify that I have read this application and state that the above Information Is correct. Issued by: I agree to Comply wlth'all city and county ordinances and state laws relating to building Dat@ Permit construction, and hereby authorize representatives of this city to enter the above mentioned property for Inspection purposes. Validated by: Signature of 80pllcant Date Mailing Address Validation: City, State, Zip ' WHITE a FINANCE YELLOW APPLICANT PINK BUILDING DIVISION CERTIFICATE OF COMPLIANCE �Fsc.. Desert Sands Unified School District �q�co 47950 Dune Palms Road Q BERMUDA DUNES r Date 8/12/02 La Quinta, CA 92253 RANCHO MIRAGE � INDIAN WE PALM DESERT No. 23471 (760) 771-8515 y LA QUINTA INDIO • 10 y7 Owner Coachella Valley Recreation & Park District APN # 773/074-002 Address 77865 Avenida Montezuma Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # Study Area Type Commercial No. of Units 2 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 77865 Avenida Montezuma 6137 Unit 6 Unit 2 77865 Avenida Montezuma 790 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 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:. Commercial Building 5 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 $0.34 X 6,927 S.F. or $2,355.18 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 OC Pamona First Federal - Al Durrett Const. Check No. 52099539 Name on the check Telephone 760/771-3836 Funding Commercial By Dr. Doris Wilson Superintendent V Fee collected /exempted by C stal Scott $2,355.18 $0.00 Payment Recd Over/Under Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to 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 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 District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy -Accounting YOUNG ENGINEERING SERVICES Engineering Architecture -Surveying- Building & Safety Services Letter of Transmittal To: City ,of La Quinta Attn: Ed Randall Tel No.: (760) 777-7012 We are forwarding: No. of Copies 1 1 1 1 Date: 07/01/02 Project: 77-865 Avenida Montezuma Community Center PC #: 0204-201(2 nCheck) Tract No.: x By Messenger By E -Mail Your Pickup Description: Set of redlined plans and calcs Set of truss calculations stamped by E.O.R. Set of project specifications Set of new plans Comments: Plans for community center are acceptable. L - -- - Thanks This Material Sent for: Your Files Your Review Checking Other By: Eric A. Frenzel Phone # 342-9214 Per Your Request x Approval At the request of: 47-159 Youngs Lane Indio, CA 92201 (760) 342-9214 Bronz Young f-. 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 Lake Elsinore La Quinta Moreno Valley Palm Desert Perris Rancho Mirage San Jacinto 4. Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Tom Mullen, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT .In cooperalion wily the (alifi7rnia Department of horeslry and hrr e Pmlcclion 210 West San Jacinto Avenue • Perris, California T970 ( ) 940-6900 • Fax (909) 9 6910 9, 2002 .., iss-Rose-RSI 801 North Harbor Boulevard Fullerton, CA 92832 Re: o lug I*Pr OA.) PtA-Oust sffrA o. z. c5&r. evtr*- ymwe�, A� nda� l,VCA-i_& 0Y'e-eAer Non -Structural Building Plan Review Laq-02-BLDG-121 / La Quinta Community Park Fire Department personnel have completed a review of the plans you submitted for the above referenced project. Please be advised the following conditions or corrections must be completed and approved by the Riverside County Fire Department before a building permit can be issued. 1) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 1998 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. 2) , The required fire flow shall be available from a (Standard/Super) hydrant(s) (6" x 4" x 21/2" x 21/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 3) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with afire alarm or burglar alarm system, the lock box will require "tamper" monitoring: Special forms are available from this office for the ordering of the Key Box.. This form must be authorized and signed by this office for the correctly coded system to be purchased. 4) Install. portable fire extinguishers per NFPA, Pamphlet #10, but not less than 2A1 OBC in rating. Contact certified extinguisher company for proper placement of equipment. 5) If issued to this structure, 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 a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. All addressing must be legible and of a contrasting color with the background. 6) Electrical room door shall be posted `ELECTRICAL ROOM" on the outside of door. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Should there be need for further information and/or clarification, please contact the undersigned. Thank you for your continuing cooperation in advance. Sincerely, FRANK KAWASAKI, Battalion Chief/County Fire Marshal By Walter Brandes Fire Safety Specialist H:%PEPWPDATAU.ApU1MATROJECTSBIDG—PC1l "2.RLDG 121.doc EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2"d FI.. Indio, CA 92201 (760) 863-8886 • Fax (760) 863-7072 To: Greg Butler, Building & Safety Manager From: , Planning To CDD: y/2 02. Due date: S//n�o L Status: />C ore-< Building Plans Approval (this is NOT an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: p?, Description: C®MMdrfiry,. (�r�?�/Z/�o,✓�cd(t,b.✓ sT.�N��s,T�-��i�� f Address or general location:�&M,JCi3 /-A+C% APN and/or legal description: 7 - 07 y - bo Z (15�� '2)) o The Community Development Department finds that:- .these Building Plans do not require Community Development. Department approval. O ...these Building Plans are approved by the Community Development Department. O ...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. %� o A Planning _ Date - Pass Doors for Use with 6000 & 7000 Series Partitions 0 PRODUCT OVERVIEW: Pass doors are available on all models of operable partitions and are of similar construction, thickness, and finish as the basic panels. Pass doors meet ADA requirements: .'A minimum 32" [813]' clear opening with the door open 90 degrees. No more than 5 lbs. [2.3 kg] of force for pushing or pulling open. . Handles and pulls require no tight grasping, tight pinching, or twisting of the wrist.o operate., . Hofcorpas's doors used with operable partitions do not require a threshold`. ` 1.06. WARRANTY Hufcor pass doors shall carry the same warranty as the partitions in which they are installed. PART 2 -PRODUCTS 2.02 MATERIALS A. Product to be pass door(s) as manufactured by Hufcor Inc. 1. The pass door shall be the same thickness as the basic panels and installed in a U-shaped panel of similar construction as the basic panels. (Optional: Pass doors shall be installed in adjacent L-shaped panels of similar construction as the basic panels, for "bat -wing" -style, double wide pass doors. Bat -wings are not available on continuously hinged models.). a. The pass door frame is mounted in the panel and shall be. of - 4" x 2-1/2" x 1/8" [102 x 64 x 3] structural steel tube. Panel heights of 12'0" [305] and over also have reinforced steel comer gussets and cross ties. b. A concealed mechanism in the panel edge allows the panel legs to be aligned to maintain alignment and ease of door operation. c. The panel cavity to be insulated with 2.5# [1.1kg] density' mineral wool for sound control. d. No threshold shall be required. 2. The pass door faces shall be of 18 ga. [1.25] steel and reinforced with a vertical stiffener the full height of door. a. Standard door size is 3'0" x 7'0" [914 x 21321. (1) Optional door size is 3'0" x 6'8" [914 x 20301. (2) Custom sizes are available. Contact your Hufcor representative. b. Hinges shall be 1/2" [13] profile, 1/8" (3] thick steel. There shall be a minimum of three hinges per door spaced to provide optimum support. c. 14 ga. (2) steel full perimeter trim shall protect edges from damage. d. The door and jamb shall incorporate full perimeter sound seals of resilient extruded gasket. e. The door cavity to be insulated with 2.5# [1.1kg] density mineral wool . for sound control. B. Weight of the pass door shall be 9-10 lbs. per sq. ft. [43.9-48.8kg/sq. mi. C. Finishes 1. Pass door panel and pass door finish shall be factory applied and match basic panels. 2. Frames, hardware, trim, and seal channel color shall coordinate with the trim on the basic panels. D. Available Accessories/Options. 10HUFCOR OA46059001 1. Flush mounted self -illuminated exit sign. (Space required above the pass door for installation of exit sign. This dimension vanes by product and pass door height. Contact your Hufcor representative for specific dimensions.) 2. Key lock 3. Automatic door closer, concealed operation 4. Prepped for window - includes frame and cutout 5. Peep hole 6. Panic hardware (not available on continuously hinged models) 7. One hour UL rated when used with Hufcor Firewall 2.03 OPERATION A. Pairs and Omnis: 1. The pass door papej seals shall be operated in the same manner as the basic panels in the run. (Exception: Models 6700 & 7700 pass door panel seal mechanisms are located in each leg of the panel, operated from one side. The seals are activated by turning the removable handle.) a. The bottom retractable seal in the legs of the "U" panel shall exert 90 lbs. [40.9 kg] of downward force. 2. The pass d= bottom seal is activated with a one-half tum of the removable handle. The seal mechanism is located in the door edge approximately 36" [914] from the floor. a. The pass door bottom seal clearance shall be adjustable + or - 2-1/Z'[64]. b. The positive door latch shall consist of a push/pull mechanism requiring no more than 5 lbs. [2.3 kg] of operating force. The operating mechanism shall require no tight grasping, tight pinching or twisting of the wrist to operate. B. Continuously HingededModels, 1. The bottom seals of the pass door panel and pass door shall be of continuous contact multi -ply sweepstrips. ' 2. The positive door latch shall consist of a push/pull mechanism requiring no more than 5 lbs. [2.3 kg] of operating force. The operating mechanism shall require no tight grasping, tight pinching or twisting of the wrist to operate. PART 3 - FXFCIITIQN A. Installation The pass doors will be installed in the operable wall system by an authorized factory -trained installer and be in strict accordance with the approved shop drawings and manufacturer's standard printed specifications, instructions, and recommendations. Figures in brackets [ J are in millimeters unless otherwise noted. 1 )P - ./DETAILS - No Scale 11(w—h ! C7 r Doiii,,4 Single Doors Series 6000 O N 6 1/16" 36" 6 1/16" [154] [914] [154] 48 1/8" [1222] "Bat-wing" Double Doors - Not Available on Continuously Hinged Models. Pass Doors for Series 6000 & 7000 Operable Partitions Series 7000 Series 6000 - 4" [101] thickness, Single Door Series 7000 - 4" [101] thickness, Single Door 6" 36" 6" [152] [914] [152] 48" [1219] V' Co Series 7000 V Co M � N N 11 3/4" 136 3/8"36 3/8" 11 3/4" 2 15/16" 36 3/8"36 3/8" 12 15/16" [298] [924] [924] [298] [329] [924] [924]. [329] 48 1/8" 48 1/8" 48 5/16" 48 5/16" [1222] [1222] [1227] [1227] Series 7000 - 4"[101] thickness, "Bat-wing" Double Doors Hufcor Inc. . P.O. Box 591 Janesville, WI USA 53547 Hufcor/Airwall 1-800-356-6968 1-608-756-1241 The manufacturer reserves the right to 8140 E. Rosecrans Avenue FAX: 1-608-756-1246 improve and change product without notice. Paramount, CA USA 90723 Internet address: http://www.hufcor.com 1-310-634-3116 FAX 1-310-630-8203 F-3836 9/96 Figures in brackets [ ) are in millimeters unless otherwise noted 2 i Jun -ll -2002 07:47am From -1.1 S TILE FS REPORTT" 9097349591 T-717 P. 001/006 F-923 ER -3523 Reissued December 1, 2001 ICBG Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 - www.icboes.org Filling Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering ONF-PIECE'IS," TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANO'" PANS, CLAYLITE6 AND CLAYMAX® CLAY ROOFING TILES UNITED STATES TILE COMPANY 909 WEST RAILROAD STREET CORONA, CALIFORNIA 92882.1806 1.0 SUBJECT One-piece 'S,- Tapered Two-piece Mission, Flat Shingle, RomanoTM Pans, Claylite° and ClayMae 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 CodeTM' (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 '/2 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/m=), 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. See Figure 2 for further details. 2.2.2 Tapered Two-ploeeMisslonTile: The fiinishedtiles are 18 inches (457 mm) long, curved to approximately one third of a circle, and have a chord width of 8'/2 inches (216 rtlm) at the butt end and 7 inches (178 mm) at the smaller and. The tiles have an average thickness of '/2 inch (12.7 mm) and an Installed weight of approximately 9.6 pounds per square foot (46.9 kg/m2). They are designed for installation with 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. Sec Figure 3 for further details. 2.2,3 Flat Shingle Tile: The finished tiles are 18 Inches (457 mm) long, 9'1e inches (248 mm) wide and °/„ inch (14.3 mml thick. There are three ribs on the underside of the tiles that are'/, 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 the has two nail holes in the top. Installed weight of the tiles is approximately 9112 pounds per square foot (46.4 kglm'). They are designed for Installation with 9 -inch (229 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. See Figure 4 for further details. 2.2.4 Romano Pans: The finished tiles are 18 inches (457 mm) long. 11 inches (279 mm) wide and °/ie 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/m"). 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. See Figures 1 and 3 for further details. 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 mrn) wide and'/, inch (9.5 mm) thick, with two nail holes in the pen 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/rt12). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. See Figure 2 for further details. 2.2,6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and "/12 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/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. See Figure 2 for further details. 2.3 Installation: 2.3.1 General: Tiles shall be installed In accordance with Table 15-D-1 of the UBC, except as noted in this report, Approved the ties may be used as an alternative to nailing. On roof slopes less than 3:12 (25%), the tiles may be used only as a decorative material over other types of approved roof coverings, as specified in the UBC and atMe discretion of the building official. Maximum roof slope is 21:12 (175°/x). Clay or metal birdstops or a nominal 1 -by -2 wood strip shall be installed at the eave to elevate the first course of tiles. Tiles are nailed along gable rakes to continuous nominal 2 -by -2 and nominal 2 -by -3 nailers, installed side by side. As an alternative, a nominal 2 -by -4 nailer, laid flat, may be installed along the gable rake. See Figures 2 through 4 for additional details. F:�; REPORTti- ors not to be coeerrt,cd av rrpr enring n6'ilAedu' or any other oarlbld sr nor ypoc&urry oddrelf6-d, nor are they to bt construed as unrndorsenten/gjrhetrubJena/rhe reportsrarec-ommendosionfoe III "rc. TheftiJ,towarronryby/CBOS..oj 21tonServtr.c.lett.,erpnurorimplied. 0'...P.11 of /a ov finding or other tooirer in /hit report. or av to any pruduel covered by the ropori. Copyrioht ® 2001 Page 1 of a Jun -I1-2002 07:47am From -1.11 S TILE 0087348501 T-717 P.002/006 F-823 Page 2 of 6 ER -3523 Flashing complying with Section 1508 of the UBC must be provided at all roof valleys. Flashing and counterflashing of not less than 0.018 -inch (0.457 mm) (No, 26 gage) corrosion -resistant metal must be provided at all points where the roof intersects vertical walls. Mortar, where called for, must comply with Chapter 21 of the UBC for a minimum Type 0 mortar. Tiles in contact with mortar must be immersed in water for at least two minutes before installation. 2.3.2 Flat Shingle Tile: Installation details are similar to those described in Section 2.3.1 of this report, except as follows: 1. Rake the or a full bed of mortar is provided under the exposed portion of each tile as a rake closure at the gable end. 2. At hips and ridges, a Mission -type or a'\- type hip -and - ridge tile is set and nailed in cement mortar or roofers' cement. 2,3.3 Romano Pans: Installation details are similar to those described in Section 2.3.1 of this report except that Romano Pans are installed at a maximum 13 -inch (330 mm) center -to -center side spacing across the roof slope. 2.3.4 Claylite Tiles: Claylite tiles shall be fastened to the sheathing with two nails per tile in accordance with Table 15-D-1 of the UBC. As an alternative, a single nail, using the fastener hole located in the pan side 13/4 inch (44.3 mm) from the head and of the tile, may be used when the following conditions are met: 1. The roof slopes do not exceed 7:12 (58.30,6 slope). 2. Solid sheathing shall be not less than '/,,-Inch (11.1 mm) oriented strand board or's/,,-inch (11.9 mm) 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 (12 192 mm) above grade. 2.3.5 ClayMax Tiles: ClayMax tiles shall be fastened to the sheathing with two nails per tile in accordance with Table 15-D-1 of the UBC. As an alternative, a single nail, using the fastener hole located In the center, 1'/, 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 '/,q -Inch (11.1 mm) oriented strand board or '3/,2 -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 (12 192 mm) above grade. Installation details are similar to those described in Section 2.3.1 of this report except as follows: 1. Hipsand ridges areprovided with contlnuous nominal2- by-3 nailers to support ClayMax trim tiles. 2. Mortar or weatherblocks are not required at hips and ridges. 3. Continuous nailers along the gable rakes are not required. 2.3.6 All Tiles:. All roofing felt underlayments at hips, ridges and rakes are to extend over or under the nailers provided. Approved tile ties may be used as an alternate to nailing. 2.3.7 Tile Repair: The damaged tile 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 the is inserted into the open space, maintaining head and side laps. The the is securedwith approved plastic cement oradhesive, a No. 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 Reportsof lasts conducted in accordance with the ICBG ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999, and installation instructions, 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Clayllte and ClayMax clay roofing tiles described In this report comply with the 1987 Uniform Building Codem, 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 one year. Jun -II -2002 07:48am From -LI S TILE 9087348581 T -TIT P.003/006 F-823 c ,r� Pa e 3 of 6 ER -3523 TOP HEAD EA PAN 3uTT END eVz" MISSION TWQ-PIECE ROOF TILE HEAD END 13/41- 13" ala"13" END ONE-PIECE "S" AND CLAYLI E° CLAYMAX° ROOF TILE ROOF TILE HEAD 9. y� ��1 Va" END �> Is, s �\ INTERLOCKING 1„� /9 BUTT INTERLOCKING CHANNEL END CHANNEL FLAT SHINGLE ROOF For SI: 1 Inch = 25.4 mm. M ROMANO- PAhl FIGURE 1—TILE PROFILES Jun -11-2002 07:48am From -U S TILE 9087349581 T-717 P.004/006 F-923 Page 4 of 6 ER -9523 Z SPECIFICATIONS FOR INSTALLATION: . RAKE TILE IS USED WHENEVER A ROLL 88 PIECES PER SQUARE: DESIGNED GABLE IS REQUIRED. TWO HOLES PROVIDE TO BE SPACED 11,, ON CENTER WITH FOR NAILING TO THE GABLE. TILES ARE NOT MORE THAN 15" EXPOSURE. MADE FOR RIGHT AND LEFT HAND ALSO AS A UNIVERSAL RAKE. FELTI 2' x NAILER• NAIL NAIL 2" x 4' FLAT MORTARA 2'x 4' FLAT 111P AND RIDGE LFLASHIN�Q EGLET LEFT RAKE RIGHT RAKE COUNTER FLASHING TILE RIDGE TILE ALSO AVAILABLE MORTAR (SAME AS RAKE TILE EXCEPT WITHOUT SIDE NAIL HOLES.) EAVE DETAIL TILE METAL CHANNEL FLASHING' SIDE WALL F ASHMG n MASTIC Z BAR BARREL TILE %-- 2' x 3" NAILER METAL CHANNEL FLASHING' 2" x 3' NAILER METAL CHANNEL FLASHING' DETAIL AT WALL. 'METAL CHANNEL FLASHING: CARRY TO SAVE LINE OR TRANSFER TO TOP OF TILE WITH FLEXIBLE METAL For SI: 1 Inch =25.4 mm. 'WOOD NAILERS. PROVIDE 2" STRINGERS OF NECESSARY HEIGHT UNDER HIPS AND RIDGES. FIGURE 2 -ONE PIECE "S", CLAYMAX- AND CLAYLITV TILES Jun=11-2001 07:48am From -1.1 S TILE 9097349591 T-717 P-005/006 F-923 Page 5 of 6 ER -3523 GRAVEL GUARD AND FLASHING r TILE BOOSTER INTERSECTION AT DECK AND RO CHECK CODES FOR 4' MIN. SADDLE REQUIREMENTS MORTAR COUNTER FLASH COUNTER FLASH CLAY BOOSTER FLEXIBLE FLASH TO DESIRED FORMED TO HEIGHT TILE 4' MIN.- FLASHING 2" WHEN ENTIRELY WITHIN S T1RUC TURE (TYP) CH NEY FLASH DETAIL —1 COUNTER MASTICI FLASHINGS PIPEJACK jjIh 1 - 2'x 3' NAILER METAL CHANNEL FLASHING' 2" x 3' NAILER - MFFAL CHANNEL FLASHING' Z BAR *METAL CHANNEL FLASHING: CARRY TO SAVE LINE OR DETAIL AT WALL 'WOOD NAILERS: TRANSFER TO TOP OF TILE PROVIDE 2" STRINGERS OF WITH FLEXIBLE METAL NECESSARY HEIGHT UNDER HIPS AND RIDGES For SI: 1 Inch a 25.4 mm. FIGURE 3—TAPERED TWO-PIECE MISSION TILES AND ROMANO PANS 11 Jun -11-2002 07:48am From -1.1 S TILE 9087349591 T-717 P-006/006 'F-923 Page 6 of 6 ER -3523 RIDGE i 15' EXPOSURE LEFT EDGE RIGHT EDGE TRIM TO FIT (EYP) 4 TRIM TO FIT LEFTEDGETRIM TO F t (EYP) 9' 1 �RIGHT EDGE TRIM 7th FIT TYPICAL LAYOU TILE DIMENSIONS: 9'x 18' 10) PIECES PER SQUARE TO BE SPACED ON 9' CENTERS WITH NOT MORE THAN 15' EXPOSURE. LEE EDGE RIGHT EDGE FLASHING PLASTIC CEMENT SHINGLE 77LE FELT I SHEATHING FLASHING AT WALL 2" x 2' NAILER 1 S' EXPOSURE r- 1"x 2' CANT STRIP r 1W OVERHANG RIDGE kcCEMENT r-- SHINGLE TILE r- FELT MORTAR FELT • 1'x2" For SI: 1 inch = 25.4 mm. t RIDGE AND HIP_ FIGURE 4—FLAT SHINGLE TILE i f � 3 City of La Quints, Bui r-. AVV KSS c% V NON-STRUCTURAL PLAN CHECK CORRECTION LIST DATE: June 4, 2002 ADDRESS: 77-865 Avenida Montezuma STATUS: First Review PLAN CHECKED BY: Mark Harold TELEPHONE NUMBER: (909) 693-0155 DESCRIPTION:CC.ommunityy?Centert APPLICANT: Coachella Valley Parks & Ree PLAN CHECK #: 0204-201 This submittal has been checked for compliance with the 1998 California Building, Mechanical, Electrical, and - Plumbing Codes (CBC, CMC, CEC, and CPC, respectively), the City of La Quints Municipal Code, and the 2001 California Energy Code. APPLICANT: The following items are being returned to you for correction: 2 sets - Red -lined Plans 2 sets - Energy Calculations 2 sets - Structural Calculations 2 sets - Truss Calculations 2 sets - F&B Equipment Specifications 2 sets - Project Specifications Structural & Non-structural Correction Lists BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: ✓ 2 sets - Red -lined Plans 0 2 sets - Revised Plans ✓2 sets - Energy Calculations ol 1 set = Structural Calculations (from 151 submittal) 2 sets - Revised Structural Calculations ✓2 sets - Truss Calculations ✓ 2 sets - F&B Equipment Specifications n'O f CavtPr �. oni !� •" rY 0 2 sets - Project Specifications I, ✓Structural & Non-structural Correction Lists sc& cON- ✓Written responses to corrections d03,VC#j INSTRUCTIONS TO APPLICANT: I.-IreHtou c-swi- wcovr av commox.,tr r, 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16'on sheet A-3" are appropriate and will help expedite your back check. 2) Plans and/or Calculations prepared by a licensed Architect or Engineer may not be modified by anyone other than that professional. 3) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. - 4) Return all red -marked Plans and/or Calculations with your resubmittal. 5) Return this list, your written responses, and all documents listed above with your resubmittal. 6). Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. Digital signatures are not acceptable. If the preparer is a licensed architect or engineer, all documents prepared by'that licensed individual shall also bear his/her stamp as prescribed by the California Business and Professions Code. Resubmittals will not be accepted with signatures missing. 7) Any response that does not conform to the literal requirements of the Code can only be approved by the Building Official. 8) As further information is provided and reviewed, additional corrections may be required. Plan Check Correction List Page 1 of 4 .� ,. �/�•- � "�, LRS .. ,. y.RF•!``'--. City of La Quinta, Building & Safety Department SECTION A - GENERAL i ,!✓ a) Provide the Project Address on the first sheet of Plans. Is s�-ro�.v►.� al..� sff�r T1 •o Provide the Assessor's Parcel Number (APN) and complete legal description of Project on the first sheet of J6JPX-1)-Plans- Af=hj NUM�Z IS 7-730740LD2-D (SHruwN ON SHej6T T-1.0) 'It . oq-- •PKc>SL-GT ot-j TI • c9 Q Ilk p " Note on Plans: "All construction shall comply with the'1998 California Building, Plumbing, Mechanical, and Electrical Codes and all other local codes and ordinances." Remove notes referencing other Codes. .sem �� dN Sy�T moo• l �v� c-�,,var�5� X!m o Note on Plans: "All 'or equal' substitutionsmust be submitted to, and approved by the Building Official - prior to installation of the item." „ Ax::=�--n NOTA c..) Sl-FE:a-T- T -V tf'7 Provide a current paper copy of the following ICBO Evaluation Report(s): Roof Tile AC-T�Mee Jr -rte v Provide current ICBO Evaluation Report Numbers for the following item(s): Roof Tile Imo* 1-s Lq=- 3S2 3 - �— Agr::�C> N O'rE ary -SHc�T- S. D . 7) Provide written evidence of Public Works Department approval of this Project. Contact the Public Works Department directly at (760) 777-7075. Provide written evidence of Riverside County Fire Department approval of this Project. Contact the Fire Department directly at (760) 863-8886. (Fire Department correction list attached for reference.) -SGC . . N pr g ON SHE?_= T ^0.2. 9) Provide written evidence from Riverside County Health Department for this Project. Contact the Health Department directly at (760) 863-7000. SSE' Aa =tea home op -5Hae: -A2. o Q2 tG ) Update code references in Specifications Book to current codes. Example, page 87, Section 2.2 for materials identifies flashings as per Chapter 32 in the UBC, referencing a 1991 code edition. s Po S7, sxnays !s-oo s'o9 c rbc SECTION B - PRECISE / SITE PLAN / ZONING b406• ward - , Provide a complete Site Plan showing north arrow, property lines and lot dimensions, location of existing curbs (or edge of street paving if no curbs exist), all existing and proposed structures, setback dimensions, utility locations, and (if utilized) location of private sewage disposal system. (CBC § 106.3. 1) 9iL) Show on Elevations the height of this structure as measured from finish grade. .�� •F'L�•Vs�f'!�`�LS G7J 5f�7' X46 . D ' ° No equipment shall be placed on any sloped roof. (LQMC §9.60.140.B. Ld) Revise Plans as necessary. SEP;KION-C-ARCHITECTURAL 1) Provide on the pl�deia for the ro`-bse one hour occu�ancge _y separation wall at the Kiosk Stora`� Room. Consider trusses that are perpendicular to separation wall for assembly to roof sheathing per CBC' Tables 3-B and 7-B. ��-C-�Ti�l L '�� oN SH�-T ,4�•-per - � �' �• - y , 2) Provide details on the plans to show assembly for the draft stop re -e-rce - -on'Sh e4A5:0- 708.3.1.2.2.) :5&=Pml-tAl l,- 1 ON S,-I��7- AS o 7 0K3) Revise flame spread note on General Notes page to reflect actual maximums allowed per CBC Tables 8-A; 8-B, and CBC 802.2. w C*D 5, -fez-- A D. , �v►� �,� -tom PE Plan Check Correction List. 7'v t 1� a�5) Page 2 of 4 City of La Quinta, Building & Safety Department '71 ). 5) Revise occupant load, calculations on Sheet A0.2 to include within specific occupancy groups the areas and occupant loads for areas incorrectly identified as accessory use, i.e., kitchen, offices, and storage. See red marks on Sheet A0.2. oN SHee7- A0.2 . Revise on the plans the Foyer from accessory use to reflect an occupant load factor of 3 as a waiting. area in E load calculations. See A0.2.?'?�`� �'�' = �S -P�""` o� G�rv�=°9 n/�'9'+t�m no7 �t� .`vaiT��y cam- s�►yi�ut� �c�a. $� .Morx,_d-.60- To �Provide manufacturer's specifications for.opena_ble doors: Specifically, the man -door in doors 3 and 13 to show hardware for man -doors 1P 103 total'parking spaces are provided as part of the scope of work for this project on Sheet A1.0. Please provide a total of 5 accessible spaces as per CBC Table 11B-6. Identify accessible van space and include y applicable details on the plans. S2�I S, L O Accessible parking shown on Sheet A1.0 is a distance away from entrance to the building. Relocate spaces to the shortest reasonable distance from the accessible entrance to the building per CBC 1129B.4. �tp"Provide on the plans all dimensions for disabled access clearances required. CBC 106.3.1. A"- Am=— <-:it0WI-4 E>J SHAT A2.0 A -t,_0 A3.0. ( ) Provide on the plans installation of suspended ceilings per CBC Table 25-A. .SES Pf-=:-rA-4 L ON SECTION D - MECHANICAL (0 B ) Per CMC §307.3 for equipment mounted in attic, provide notes and/or details on the Plans demonstrating the following: a) An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches; b) An unobstructed passageway which`. i) Is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide; ii) Is no more than 20 feet in length when measured along the center line of the passageway from the access opening to the equipment; , iii) Has continuous solid flooring not less than 24 inches wide throughout its length; and c) A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the equipment. (Exception: The passageway and level service space may be omitted if the equipment . can be serviced and removed through the access opening.) el 1 / �v `�cD/�I�� Provide a permanent light fixture at furnace in attic. Locate switch at access opening. (CMC §306.4) crJ QiE;FT E-4 _ _3) Provide a framing section through mechanical appliance space in attic or under floor. (CBC §106.3.1) �-E X7-,1 [ S -J ^tQp I C> PN 51+P�7_ S-45.1 Identify on the plans the use of Kitchen with regards to food preparation and type of hood proposed. Provide applicable hood installation details on the plans. CMC 507. SECTION E - ELECTRICAL '��SECTION Specify GFCI protection for receptacles in bathrooms. (CEC §210-8(a)(1)) F -PLUMBING Alr-Note on Plans: "Provide pressure regulator for water service where static pressure exceeds 80 psi." (CPC moi; No'r;; Plan Check Correction List Page 3 of 4 � .sem „�.7pj%�E• City of La Quinta, Building & Safety Department §608.2) Note on Plans: "Provide a combination pressure and temperature relief valve at all water heaters, set to open at not more than 150 psi. Drain pipe shall extend to outside of building and terminate not more than 2 feet nor less than 6 inches above the ground and point downward with the end unobstructed. Any other termination location shall require approval by the Building Official." (CPC §608.3, 608.4, 608.5) .SSE Nps DtJ SHAT- P1'. c7 . %) Provide on the plans water pipe sizing per CPC Table 6-4 and Sections 610.1- 14. SECTION G - ENERGY EFFICIENCY OiP Provide com leted and signed form PERF -1 energy compliance statement. LJC-zHTI►JL-� 40mfl-l� - ht MW-HQp. �c C.rM - ,LTCB - Z , UrCA - 3 SECTION H -CONVENTIONAL LIGHT -FRAME CONSTRUCTION jtprmS GpRU x.10 �� —1 �o�-,tet 1 r� ✓D W �.O . 1) No corrections apply. SECTION I - STRUCTURAL 1) See separate structural correction list, attached. SECTION J - SOIL / FOUNDATION 1) See separate structural correction list, attached. SECTION K - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. END NON-STRUCTURAL CORRECTION LIST SEE STRUCTURAL CORRECTION LIST ATTACHED Plan Check Correction List Page 4 of 4 ' TITLE 24 REPORT ow Title 24 Report for: Francis Hack ParkCommunity_CQenter Avenida Montezuma La Quinta, CA 92253 Project Designer: Pearson Architects, Inc. 74-040 Highway 111 Ste. 232 Palm Desert, CA 92260 (760) 779-1937 Report Prepared By: Tim Scott BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 (760) 346-0855 Job Number: CITY OF LA QUINTA BUILDING &SAFETY DEPT. APPROVE® FOR CONSTRUCTION Date: .DATE 0BY 2/18/2002=6 'fir sT .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 Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number. User Number: 3665 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and DATE h Francis Hack Park Community Center DATE OF PLANS 2/18/2002 1p ROJECT ADDRESS BUILDING TYPE Avenida Montezuma La Quinta HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION PRINCIPAL DESIGNER - ENVELOPE TELEPHONE Building Permit # Pearson Architects, Inc. (760) 779-1937 sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, DOCUMENTATION AUTHOR BREEZE AIR CONDITIONING TELEPHONE (760) 346-0855 Checked by/Date contractor preparing documents for work that I have contracted to perform. ❑ F-1 F-1 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document Enforcement Agency Use GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 5,141 Sq.Ft. 15 BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this NEW CONSTRUCTION E] ADDITION E ALTERATION EXISTING + ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR SIGNATR DA E Tim Scott The Principal Designers hereby certify that the proposed building design represented in the construction documents and mo elled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. ❑ F� F—] 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. M ❑ M 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ F-1 F-1 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.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures ENV -1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DATE Pearson Architects Inc. LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures LTG -1 Required Forms (PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures MECH-1 MECH-2 MECH-3 Required Forms PRINCIPAL MECHANICAL DESIGNER - NAMEIG Breeze I TURE 4)'E'354 DATE 1-n//V00%11 Air Conditionin lEnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Page:3 of 34 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 DATE Francis Hack Park Community Center .'2/18/2002 ANNUAL SOURCE ENERGY USE SUMMARY kBtu/s ft- r - Standard Proposed' Compliance ENERGY COMPONENT Design Design Margin s�ara''a''raEM Space Heating 3.27 2.16 1 11 '' ha nt, r3? cp�ss Space Cooling 1' ,maw�r�scT�¢ ` � � 89.98 f82.10 7.88 Indoor Fans 4 eaa�six� ^ra�n' a.a^8:v�:t"[ sod` , 26.96 28.71 -1.75 Heat Rejection 0.00 .0.00 ti 000 ,gwli Pumps & Misc. Domestic Hot Water ��.�i 0.00 0.00 0.00 25.97 25.44 0.53 " - _ Lighting �i ��2�'1•� I. fM.�x'.1E�S'.AYRt?5 4k 44.76, .. 44.41 -.. Receptacle 16.92 0.00 o.00 � 0 00 Process . 1P2400�,� SNYa"�.jns � '� �pI(e1W§ "'a-��r��.,e`�'. TOTALS. .207.86 199.75 8.11��:��w�,Y.��€n� fl r� �• BUILDING COMPLIES GENERAL INFORMATION Building'Orientation - North 0 degs Conditioned Floor Area 5,141 sgft. Number of Stories i Unconditioned Floor, Area • 0 sgft., i Number of Systems_ 5 Conditioned Footprint Area 5,14 sgft.. 4 k „ Number of Zones 2 Orientation Gross Area Glazing Area - Glazing Ratio 1,009 231 22.9% front Elevation (North) sgft. sgft. 745 216 29.0% Left Elevation (East) sgft. sgft:• 1,040 243 23:4% Rear Elevation (South) sgft, sgft. " 714 93 13.0% { Right Elevation Total Roof (west) sgft:- sgft. sgft.'sgft. sgft::. sgft. 3,508 783 5,141 o.o°io Standard Proposed Lighting Power Density 1.520 w/sgft: 1.507 wtgft. Prescriptive Env: Heat Loss 906 894 'Prescriptive Env. Heat Gain 109,390 129,753 Remarks: ; Run Initiation Time: 02/18/02 15:03:44 Run Code: 1014073424 EnergyPro 3.1 By Energysoft User Number. 3665 Job Number. Page4 of 34 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 :P:ERF-1 91 PROJECT NAME Francis Hack Park Community Center DATE 2/18/2002 ZONE INFORMATION Floor Inst. ant T Area LPD System Name Zone Name Occupancy y ype (sgft.) (W/sf)1 Ctrl: Credits (W/sf)2 Tailored Proc. Loads (W/sf) LPD Vent. (W/sf)3 (cfm/sf) HVAC -1 Fyr/Rcptn/CmmRml,2 Convention/Conference 4,099 1.506 HVAC -2 ChildCare/Office/BthR Classroom 1,042 1.512 " 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 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 total enforcement agency determines .I,,. _ ,_ ...,..v....vv,. I n.,.Y ,vlv,i• D NYIIYIIIa VI U6JIal1 Vla\ VU101 WRIC GVI I I PIMb Ud3CU Vll [UC duequacy OT Tne and documentation submitted. 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. Outhorized Signature or Stamp 1 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Pape:5 of 34 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME Francis Hack Park Community Center DATE 2/18/2002 OPAQUE SURFACES Location / Comments 1 Window 18 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 Surface Framing 4 Type Type Act.Gains Area U -Fac. Azm. Tilt Solar Y/N Form 3 Reference Location / Comments 1 lRoof lWood 4.099 0.028 0 1 0 1X, I R-38 Roof R.38.2x14.16 F r/Rc to/CmmRm1 2 2 Wall Wood 586 0.059 0 90 X I R-21 Wall .21.2x6.16 F r/Rc to/CmmRm1 2 3 Wall Wood 473 0.059 90 90 X R-21 Wall W.21.2x6.16 F r/Rc to/CmmRm1 2 4 Wall Wood 512 0.059 180 90 0.73 R-21 Wall W.21.2x6.16 F r/Rc to/CmmRm1,2 5 Wall Wood 261 0.059 270 90 & R-21 Wall W.21.2x6.16 F r/Rc to/CmmRm1,2 6 Roof Wood 1,042 0.028 0 0 X R-38 Roof R.38.2x14.16 ChildCare/Office/BthR 7 lWall Wood 192 0.059 0 1 90 X R-21 Wall W.21.2x6.16 ChildCare/Office/BthR 8 Wall Wood 56 0.059 90 90 1 X R-21 Wall (W.21.2x6.16) ChildCare/Office/BthR 9 Wall Wood 285 1 0.059 180 90 1 X I R-21 Wall W.21.2x6.16 ChildCare/Office/BthR 10 Wall Wood 360 0.059 270 90 X I R-21 Wall W.21.2x6.16) ChildCare/Office/BthR ## Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 9 None 0.76 10 None 0.76 11 None 0.76 12 None 0.76 13 None 0.76 14 1 None 0.76 5 None 0.76 FENESTRATION SURFACES Site Assembled Glazing U l.nt!UK oox It ounaing is �-= iuu,uuu sgtt or W -A ana - i u,uuu sqtt vertical glazing then NFRC Certification is required. 4 Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 18 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 Window 36 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 3 Window 9 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 4 Window 12 0.720 0 0.73 Double Metal Clear Default r/Rc to/CmmRm1 2 5 Window 42 0.850 0 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 6 Window 9 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 7 Window 6 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 8 Window 6 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 9 Window 21 0.850 0 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 10 Window 36 0.720 0 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 11 Window 36 0.720 0 0.73 1 Double Metal Clear Default F r/Rc to/CmmRm1 2 12 Window 36 0.720 90 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 13 Window 36 0.720 90 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 14 Window 6 0.720 90 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 15 Window 21 0.850 90 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 EXTERIOR SHADING ## Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 9 None 0.76 10 None 0.76 11 None 0.76 12 None 0.76 13 None 0.76 14 1 None 0.76 5 None 0.76 Run Initiation Ti 15:03:44 Run Code: 1014073424 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:6 of 34 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME DATE d Francis Hack Park Community Center 2/18/2002 OPAQUE SURFACES Solar Surface Framing Act. Gains # Type Type Area U -Fac. Azm. Tilt Y/N Form 3 Reference Location / Comments FENESTRATION SURFACES Site Assembled Glazing Check box if Building is >= 100,000 sgft of CFA and - 10,000 sgft vertical glazing then NFRC Certification is required Fnllnw NFRC inn -SR Prncarinroc nnrl cnhmif NFRr. 1 nhol r`orfi£rnfo Fnrm # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 6 Window 21 0.850 90 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 7 Window 36 0.720 90 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 18 Window 36 0.720 90 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 19 Window 36 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 20 Window 36 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 21 Window 6 0.720 180 0.73 1 Double Metal Clear Default F r/Rc to/CmmRm1 2 22 lWindow 21 0.850 180 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 23 Window 9 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 24 Window 12 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 25 Window 42 1 0.850 180 0.70 Double Metal Clear Default F r/Rc to/CmmRm1 2 26 Window 9 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 27 Window 36 0.720 180 1 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 28 Window 36 0.720 180 0.73 Double Metal Clear Default F r/Rc to/CmmRm1 2 29 Window 24 0.720 90 0.73 1 Double Metal Clear Default hildCare/Office/BthR 30 lWindow 24 0.720 270 0.73 1 Double Metal Clear Default hildCare/Office/BthR EXTERIOR SHADING ## Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hat. LExt.RExt. Dist. Len. Hcit. Dist. Len. H t. 16 None 0.76 17 None 0.76 18 None 0.76 19 None 0.76 20 None 0.76 21 None 0.76 22 None 0.76 23 None 0.76 24 None 0.76 25 None 0.76 26 None 0.76 27 None 0.76 28 None 0.76 9 None 0.76 0 None 0.76 Run Initiation Time 15:03:44 Run Code: 1014073424 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:7 of 34 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME I_ Francis Hack Park Community Center OPAQUE SURFACES DATE 2/18/2002 Solar Surface Framing Act. Gains # Type Type �Area�U-Fac. Azm. Tilt y/N Form 3 Reference Location / Comments FENESTRATION SURFACES Site Assembled Glazing Check box if Building is — 100,000 sqft of CFA and — 10,000 sqft vertical glazing then NFRC Certification is requirec Follow NFRC 100 -SB Prnr.PrlHrPS and ,iihmit NFRr' I nhal r.prfifirnfa P- # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 31 Window 24 0.720 270 0.73 Double Metal Clear Default hildCare/Office/BthR 2 Window 21 0.850 270 0.70 Double Metal Clear Default hildCare/Office/BthR 33 Window 24 0.720 270 0.73 Double Metal Clear Default hildCare/Office/BthR EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 31 None 0.76 32 None 0.76 33 None 0.76 Run ni i n /0 •03 Code: 1014073424 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page:8 of 34 -IGHTING COMPLIANCE SUMMARY Part 1 of 2 LTG-' NAME DATE Francis Hack Park Community Center 2/18/2002 Code LUMINAIRE DESCRIPTION TYPE DESCRIPTION # Watts Per Lamp DESCRIPTION # Lam + Ballast Total Watts # Watts 2 4 ft Fluorescent T8 EleclS F32T8 2 32 Electronic Instant Start 1.0 123 63.0 7,749 IATCI� TA r1 Lighting Schedule on Plans Shows Exterior Lighting Subtotal from this Page 7,749 Meets Total 7,749 �0❑Efficacy and Control Requirement of§130(c) Portable Lighting (From LTG -1) ❑ Control Requirements of§131(f) Less Control Credit Watts (From LTG -3) Adjusted Actual Watts 7,749 MANDATORY AUTOMATIC CONTROLS C CONTROL LOCATION (Room # or Dwg. #) IV V.V - 1 VI Li Yll<I 111 CONTROL IDENTIFICATION tq&E•TO FIELD CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED NOTE TO FIELD: IATCI� TA r1 CONTROL LOCATION (Room # or Dwg. #) IV V.V - 1 VI Li Yll<I 111 CONTROL IDENTIFICATION tq&E•TO FIELD CONTROL TYPE (Occupant, Daylight, Dimming, etc.) S CONTRO LED TYPE 1# OF LUMINAIRES IATCI� TA r1 LJ=FJC11 UI1CIR IJAC Will EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Paae:9 of 34 r LIGHTING COMPLIANCE SUMMARY Part 2 of 2 LTG -1 PROJECT NAME DATE Francis Hack Park Community Center 2/18/2002 TABLE 1A - PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FFFT u a a a ROOM # OR ZONE ID DEFAULT /s ft AREA SF TOTAL WATTS B X C a E] a a LUMIN. ROOM # PORTABLE LIGHTING # OF WATTS PER TASK AREA # OF TASK TOTAL TOTAL AREA (SF) WATTS OR ZONE ID n ---- :-N-- CAVY CIVTI Inm ice TOTAL 5,141 0 TABLE 1C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM # OR ZONE ID TOTAL AREA (SF) Designer needs to provide detailed documentation that the lightin 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. TOTALS 0 4,099 1 4,099 Child Ca re/Offcie/Bath room 0 TABLE 1B - PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREAS >250 SQUARE FEET FA a o a E] a a LUMIN. ROOM # PORTABLE LIGHTING # OF WATTS PER TASK AREA # OF TASK TOTAL TOTAL AREA (SF) WATTS OR ZONE ID n ---- :-N-- CAVY CIVTI Inm ice TOTAL 5,141 0 TABLE 1C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET F r/Rc to/CmmRml,2/Kit/Rs 4,099 1 4,099 Child Ca re/Offcie/Bath room . 1,042 1 1,042 TOTAL 5,141 0 TABLE 1C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM # OR ZONE ID TOTAL AREA (SF) Designer needs to provide detailed documentation that the lightin 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. TOTALI 0 TOTAL AREA (SF TOTAL WATTS II BUILDING SUMMARY (FROM TABLES 1A+1a+1C) (FROM TABLES 1A+1 B) BUILDING TOTAL 5,141 0 Run Initiation Time: 02/18/02 15.03.44 Run Code: 1014073424 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Paae:i0 of 34 J (CERTIFICATE OF COMPLIANCE M PROJECT NAME WL Francis Hack Park Communitv Center 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 AIR CFM MECH-3, COLUMN I EQUIPMENT TYPE ,HEATING 'HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER HEATING DUCT LOCATION R -VALUE COOLING DUCT LOCATION R -VALUE PIPEIDUCT INSULATION PROTECTED? PIPE TYPE (SUPPLY, RETURN, ETC.) PIPE INSULATION REQUIRED? VERIFIED SEALED DUCTS IN CEILINGIROOF SPACE Performance MECH-1 DATE 2/18/2002 MECHANICAL SYSTEMS DHW Heater I HVAC -1 I I HVAC -2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Electric Res 100% AO SMITH PEC -066 n/a n/a n/a n/a n/a n/a Yes Supply HW Yes n/a 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 820 cfm Heat Pum 7.30 HSPF Split DX 12.0 SEER / 10.2 EER LENNOX HP26-060-9P Ducts in Attic 4.2 Ducts in Attic 4.2 Yes Yes 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 208 cfm Heat Pum 7.30 HSPF Split DX 12.0 SEER / 10.2 EER LENNOX HP26-060-9P Ducts in Attic 4.2 Ducts in Attic 4.2 Yes Yes No NOTE TO FIELD CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? 1 7 TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL LSIMULTANEOUS HEAT/ COOL? I OOL PIPE INSULATION REQUIRED? r PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPA )TES TO FIFI In - Few Ruilrlinn rL Y: YE N: N S: Prog. Switch H: Heating ECONOMIZER Enter Number of I: Inlet Vanes O: Occupancy C: Cooling Enter Outdoor Air Isolation Zones. P: Variable Pitch Sensor B: Both M: Out. Air Measure V: VFD M: Manual Timer D: Demand Control EC: Economizer O: Other C: Curve VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM B: Air Balance A: Auto A: Air Enter Outdoor Air C: Outside Air Cert. G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control EC: Economizer less than Col. H on N: Natural Control See Section MECH-3. EnergyPro 3.1 By EnergySoft User Number 3665 Job Number. Paae:11 of 34 1 CENTRAL SYSTEM FAN SUMMARY MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME Francis Hack Park Community Center DATE 2/18/2002-1 SUPPLY FAN ILLER AND TOWER SUMMARY FAN System Name Fan Type Motor Location CFM BHP Motor Eff. Efficiency Tons PUMPS Motor Eff. Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control DHW / BOILER SUMMARY TANK INSUL. Energy Factor or Recovery Efficiency Standby Loss or Pilot System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. Ext. R -Val. O SMITH PEC -066 Storage Elec. Standard 1 15,359 60 0.87 n/a n/a CENTRAL SYSTEM RATINGS HEATING COOLING System Name System Type Qty. Output Aux. kW Eff. Output Sensible Efficiency Economizer Type LENNOX HP26-060-9P Split DX 5 54,000 0.0 7.30 HSPF 57,500 44,27 12.0 SEER / 10.2 EER No Economizer CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Motor Location CFM BHP Motor Eff. Drive Eff. CFM I BHP Motor Eff. Drive Eff. LENNOX HP26-060-9P Constant Volume Draw -Through 2,000 0.67 77.0% 97.0% none EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 12 of 34 MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 MECHANICAL VENTILATION MECH-3 PROJECT NAME I Francis Hack Park Community Center DATE 2/18/2002 MECHANICAL VENTILATION o a© o a FF a a 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 COND. AREA (SF) CFM PER SF MIN. CFM (B x C) NO.. OF PEOPLE CFM PER PERSON MIN. CFM (ExF) 4,099 0.50 2,050 2,050 820 1,230 Total 2,050 820 1,042 0.38 396 396 208 188 Total 396 208 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. f K 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: 3665 Job Number: Page:14 of 34 1 r f� ENVELOPE MANDATORY MEASURES ENV -MM NAME Francis Hack Park Communitv Center DATE 2/18/200 DESCRIPTION Designer Enforcement ❑X §118(,) 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. RX §`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. RX § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. ❑ § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit •° and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). 0 § 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. El §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 15 of 34 �AILORED LPD SUMMARY and WORKSHEET Part 1 of 3 LTG -4 PROJECT NAME Francis Hack Park Community Center D DATE 2/18/2002 1. Watts for Illuminance Categories A -D (from column G) 0 watts 2. Watts for Illuminance Categories E-1 (from LTG -4 Part 2) 0 watts 3. Watts for Display Lighting (from LTG -4 Parts 2 & 3) UI + 0 f 0 = 0 watts Public Area Display Sales Feature Floor Display Sales Feature Wall Display 4. Total Allowed Watts (lines 1+2+3) > watts TAILORED LPD - Illuminance Categories A B C and D and Gross Sales Area FA-] © a o o a a ROOM NAME TASKIACTIVITY ILLUMINANCE CATEGORY ROOM CAVITY RATIO FLOOR AREA ALLOWED LPD ALLOWED WATTS (E x F) A 0.00 0 0.20 0 Child Ca re/Offcie/Bath room- A 0.00 0 0.20 0 PAGE TOTAL BUILDING TOTAL 5 141 SF WATTS EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:16 of 34 ROOM CAVITY RATIO WORKSHEET (RCR>=3.5) LTG -5 CT NAME Francis Hack Park Community Center DATE 2/18/2002 a © © o 0 0 Room Name Task/Activity Description Room Length (L) Room Width (W) Room Cavity Height (H) Room Cay. Ratio 5xHx(L+W) /(LxW) LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME 1 Francis Hack Park Communitv Center DATE 2/18/2002 DESCRIPTION • Designer Enforcement § 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 4 Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. § 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. a§ 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. aFluorescent 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 three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. § 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. a§ 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be -controlled with bi-level switching for uniform reduction of lighting within the room.' § 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. 0 § 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 a corresponding relay in the electrical panel. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. L::::E:n.rgyFro 3.1 By EnergySoft User Number. 3665 Job Number: " Page: 18 of 34 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME Francis Hack Park Communitv Center DATE 2/18/2002 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. X❑ § 124 Air handling duct systems shall be installed and insulated incompliance 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: X] § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut- off' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours If power is interrupted; or ' § 122(e)1B 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. X❑ § 122(e)2 Each space conditioning system shall be Installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. , § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently' of other isolation areas; and shall be controlled by a time control device as described above. § 122(a&b) Each space conditioning system shall be controlled by an Individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. 1K § 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. 3665 Job Number. Page: 19 of 34 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM NAME Francis Hack Park Communitv Center DATE 2/18/2002 Description IDesigner ,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. 0 § 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. 1A I § 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. 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 X❑ § 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 0 § 121(f)4 Another method approved by the Commission. Service Water Heating Systems El§ 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. ❑ § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 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: 3665 Job Number. Page:20 of 34 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY (PROJECT NAME DATE Francis Hack Park Community Center 2/18/2002 �YSTEM NAME FLOOR AREA HVAC -1 A naa I EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 OF 65.2 OF 81.9 OF 81.9 OF >'=g Supply Air Ducts Outside Air 820 cfm Heating Coil Supply Fan 81.5 OF 8000 cfm ROOMS 69.6 OF 70.0 OF LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 7,914 124,766 17,473 4,910 60,124 0 6,238 3,006 0 0 820 32,506 10,316 820 38,080 0 0 6,238 3,006 169 895 7,789 2 104,216 LENNOX HP26-060-9P 171,248 34,712 142,058 Total Adjusted System Output 171,248 34,712 142,058 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 3 pm Jan 12 am h Return Air Ducts 11 1000LING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coolina Peakl 112.0 / 77.9 OF Outside Air 820 cfm 74.7/63.9 °F 78.6 / 65.5 OF . ' 58.4 / 57.4 OF Cooling Coil Supply Fa 8000 cfm 58.4 / 57.4 OF -�j Supply Air Ducts Fan 59.2157 . 7 OF 57.0% R.H. ROOMS 74.0 / 63.6 OF h Return Air Ducts `S EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Paae:21 of 34 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Francis Hack Park Community Center 2/18/2002 �YSTEM NAME FLOOR AREA HVAC -2 I 1,042 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 54,000 Total Output (Btuh) 54,000 Output (Btuh/sqft) 51.8 Cooling System Output per System 57,500 Total Output (Btuh) 57,500 Total Output (Tons) 4.8 Total Output (Btuh/sgft) 55.2 Total Output (sgft/Ton) 217,5 Air System CFM per System 2,000 Airflow (cfm) 2,000 Airflow (cfm/sgft) 1.92 Airflow (cfm/Ton) 417.4 Outside Air (%) 10,4 Outside Air (cfm/sqft) 0.20 Note: values above given at ARI conditions 26.0 of 3111� Outside Air 208 cfm 69.6 of 111.0 / 77.6 of Outside Air 208 cfm 74.8/63.90F I 65.10F COIL COOLING PEAK 11COILHTG.PEAK1 LENNOX HP26-060-9P 42,910 8,860 35,514 Total Adjusted System Output 42,910 8,860 35,514 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am eam Temperatures at Time of Heatina Peak) Heating Coil ETRICS 81.8 of Supply Fan 2000 cfm 81.8 of -30Supply Air Ducts 81.4 of ROOMS 70.0 of o, -a..-- n:_ n.._a. 78.6 / 65.5 of 58.4 / 57.4 of Cooling Coil Supply Fa 2000 cfm 58.4 / 57.4 of -� Supply Air Ducts Fan 59.2 / 57.7 of 57.1% R.H. ROOMS 74.0/63.6OF h Return Air Ducts `i 3.1 By EnergySoft User Number. 3665 Job Number. 22 of 34 CFM ISensiblel Latent I I CFM I Sensible Total Room Loads 1 2,1461 33,774 4,510 1,279 15,530 Return Vented Lighting 0 Return Air Ducts 1,689 776 Return Fan o 0 Ventilation 208 8,024 2,626208 9,678 Supply Fan 0 0 Supply Air Ducts 1,689 776 TOTAL SYSTEM LOAD 45,21 O 7,137 26 760 LENNOX HP26-060-9P 42,910 8,860 35,514 Total Adjusted System Output 42,910 8,860 35,514 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am eam Temperatures at Time of Heatina Peak) Heating Coil ETRICS 81.8 of Supply Fan 2000 cfm 81.8 of -30Supply Air Ducts 81.4 of ROOMS 70.0 of o, -a..-- n:_ n.._a. 78.6 / 65.5 of 58.4 / 57.4 of Cooling Coil Supply Fa 2000 cfm 58.4 / 57.4 of -� Supply Air Ducts Fan 59.2 / 57.7 of 57.1% R.H. ROOMS 74.0/63.6OF h Return Air Ducts `i 3.1 By EnergySoft User Number. 3665 Job Number. 22 of 34 ROOM LOAD SUMMARY ROJECT NAME Francis Hack Park Community Center YSTEM NAME HVAC -1 DATE 2/18/2002 FLOOR AREA 4,099 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE F r/Rc to/CmmRm1,2 Fyr/Rcptn/Cmm Rm 1,2/Kit/Rs 1 8,007 126,232 13,197 7,914 124,766 17,473 4,910 60,124 PAGE TOTAL 1 7,914 124,766 17,473 4,910 60,124 TOTAL 1 7,914 124,766 17,473 4,910 60,124 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:23 of 34 EnergyPro 3. t By EnergySoft User Number: 3665 Job Number. Page:24 of 34 ROOM LOAD SUMMARY . PROJECT NAME Francis Hack Park Community Center DATE 2/18/2002 YSTEM NAME HVAC -2 FLOOR AREA 1.042 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ChildCare/Office/BthR Child Care/Offcie/Bathroom 1 2,168 34,122 4,517 2,146 33,774 4,510 1,279 15,530 PAGE TOTAL 2,146 33,774 4,510 1,279 15,530 TOTAL r 2,146 33,774 4,510 1,279 15,530 EnergyPro 3. t By EnergySoft User Number: 3665 Job Number. Page:24 of 34 ROOM HEATING PEAK LOADS (Project Title Date rancis Hack Park Community Center 2/18/2002 Room Information Design Conditions Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Floor Area 4,099 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 12 am Outdoor Dry Bulb Temperature 260E Conduction surface Area Area x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x. x x U -Value x x x x x x x x x x x x x x x x x x X x x x x x x x' x x x x x x x x x x x x x AT of = = = = = = = = = = _ - = _ = _ = = _ = = = = c = c = = = — = = = = = = c = = Btu/hr R-38 Roof R.38.2x14.16 4,099.0 0.0280 44.0 5,051 R-21 Wall W.21.2x6.16 1,832.0 0.0592 44.0 4,773 Doub1e-M-etaLQeazDe1au1 498.0 0.7200 44.0 15,777 Double Metal Clear Default 168.0 0.8500 44.0 6,283 Slab=On--G-Eade perimeter = 268.0 44.5 11.926 - Items shown with an asterisk (•r) denote conduction through an interior Infiltration: 1.00 x 1.064 x chedule Air Sensible Fraction to another room. 4 099 x 10.20 Ceiling Height 6 ] ACH Page Total: 0 pT 43,8091 16 315 TOTAL HOURLY HEAT LOSS FOR ROOM 60,124 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 25 of 34 ROOM HEATING PEAK LOADS Conduction Aran l i_Val11c Ar 0e Qf-line R-38 Roof R.38.2x14.16 surface Area042 1,042.0 X x x X x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x X 0.0280 x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X 44.0 = = = = = = = = = o = — = — = = = = = — = = = = = — = = = = = = = - c = = - = R-21 Wall W.21.2x6.16 893.0 0.0592 44.0 2 326 Dmbl"etal_Mear Default 96.0 0.7200 44.0 3,041 Double Metal Clear Default 21.0 0.8500 44.0 785 Slab=OxL-Giade perimeter = 85.0 44.5 3 782 _ Items shown with an asterisk (') denote conduction through an interior Infiltration: `Schede eo x Air Sensible x Fraction to another room. X Ceiling HOeigOhtx ACH.50 60] Page Total: AT 44 11 220 4 310 TOTAL HOURLY HEAT LOSS FOR ROOM 15,530 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Page: 26 of 34 ROOM COOLING PEAK LOADS Project Title Area Date III Francis Hack Park Community Center x x x x x X X X X x 2/18/2002 ROOM INFORMATION DESIGN CONDITIONS = = = = = = = = = = Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Time of Peak Sep 2 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 106 9F Indoor Dry Bulb Temperature 74`l= Outdoor Wet Bulb Temperature 73 cl� Conduction P-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) b Area 51 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 0.0280 0.0592 DETD ' 54.4 = 30.1 = 21.7 = 21.7 = 21.0 = 32.4 = 46.5 = 45.2 = Page Total 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 = = = = = = = = = = (North) 18.0 35 0.813 0.635 _(North) 36.0 35 0.813 0.635 (North) 9.0 35 0.813 0.635 (North) 12.0 35 0.813 0.635 (North) 42.0 35 0.779 0.635 _(North) 9.0 35 0.813 0.635 (North) 6.0 35 0.813 0.635 (North) 6.0 35 0.813 0.635 (North) 21.0 35 0.779 0.635 North 36.0 351 0.813 0.635 Page Total Btu/hr 6,245 1,044 7,043 751 2,995 908 1,409 698 21 093 Btu/hr 325 650 163 217 728 163 108 108 364 650 3 476 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Ligr hts 1.0c x 4,099 x 1.506 Waftslsgft x 3.41 Btuh/Watt x 0.998 = 21,031 rc, ants 1.0c x 4,099 X 250 Btuh/OCC. / 7 sgft/occ. x 1.00 = 13,663 ece tacle 1.0c x 4,099 X 1.500 Watts/sgft x 3.41 Btuh/Waft X 1.00 = 20,985 rocess 1.0c x 4,099 x 0.000 Watts/sgft x 3.41 Btuh/Watt x 1.00 = 0 Infiltration: -Schedule x Air Sensible x Area x Ceiling Height x ACH.5o / 60] X oT 38 = F 14,090 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 126,232 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 4.0991 X 2001 Btuh/OCC. / 75 sgft/OCc. _ 10 931 Receptacle 1-09. x x 0 00 Wafts/sgft x BtuhlWatt Process 1.00 x 4,099 X 0.000 Wafts/sqft x 3.413 Btuh/Watt = o Infiltration:[� x 4, 71 x 4 Qg9 x �0 x / 60] x D 00136 = • Schedule Air Latent Area Ceiling Height ACH ZSW Fraction Energ Pro 3.1 By EnergySoft User Number: 3665 Page: 27 of 34 ROOM COOLING PEAK LOADS (Project Title Francis Hack Park Community Center Date 2/18/2002 ROOM INFORMATION DESIGN CONDITIONS 36.0 Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Time of Peak Sep 2 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 106 c� Indoor Dry Bulb Temperature 74`1� Outdoor Wet Bulb Temperature 73 cl� Conduction Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain 10 11 12 13 4 15 16 17 18 19 Orientation Area (North) 36.0 (East) 36.0 (East) 36.0 (East) 6.0 _(East) 21.0 . (East) 21.0 (East) 36.0 (East) 36.0 (South) 36.0 South 36.0 U -Value x 35 x 35 x 35 x 35 x 35 X 35 x 35 x 35 x 172 X 172 SC x 0.813 x 0.813 x 0.813 x 0.813 x 0.779 x 0.779 x 0.813 x 0.813 x 0.813 x 0.813 DETD Page Total Weighting Factor x 0.635 = x 1.852 = x 1.852 = x 1.852 = X 1.852 = x 1.852 = x 1.852 = x 1.852 = x 0.631 = x 0.631 = Page Total .Btu/hr 0 Btu/hr 650 1,897 1,897 316 1,061 1,061 1 897 1,897 3,177 3,177 17 030 . Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0c x 4,099 x 1.506 Watts/sqft x 3.41 Btuh/Waft x 0.998 = 21,031 Occupants 1.0c x 4,099 X 250 Btuh/OCc. / 7 sgft/occ. x 1.001 = 13,663 eceptacle 1.0c X 4,099 X 1.500 Watts/sqft .X 3.413 Btuh/Watt x 1.001 = 20,985 rocess r1.0c X 4,099 x 0.000 Wafts/sqft x 3.41 Btuh/Waft X 1.001 = 0 Infiltration: I 1.00 x 1.064 x 4 099 X 10.20 x 0.50 /601 X 38 = 14 090 `Schedule Air Sensible Area Ceiling Height ACH &T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 126,232 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 4 099 X 200 Btuh/OCc. / 75 sgft/occ. = 10 931 !Receptacle 1.00 x x 0 00 Wafts/sgft x Btuh/Waft = ;Process 1.00 x. 4,099 x 0.000 Wafts/sqft x 3.413 Btuh/Waft = 0 Infiltration: [ p x x 4 099 x x 160] x - = C�220 Schedule Air LatentArea Ceiling Height ACH pyy Fra N. inn Energ Pro 3.1 By Energ Soft User Number: 3665 Page:28 of 34 ROOM COOLING PEAK LOADS Project Title Francis Hack Park Community Center Area Date 2/18/2002 ROOM INFORMATION DESIGN CONDITIONS Sc Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Time of Peak Sep 2 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 106 `k Indoor Dry Bulb Temperature 749= Outdoor Wet Bulb Temperature 73 cl= 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 DETD 1 Page Total 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 = = = = = = = = = = (South) 6.0 172 0.813 0.631 (South) 21.0 172 0.779 0.631 (South) 9.0 172 0.813 0.631 (South) 12.0 172 0.813 0.631 (South) 42.0 172 0.779 0.631 (South) 9.0 172 0.813 0.631 (South) 36.0 172 0.813 0.631 (South) 36.0 172 0.813 0.631 Page Total Btu/hr 0 Btu/hr 530 1,777 794 1,059 3.555 794 3,177 3,177 14 864 Sched.. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr fights 1.0 x 4,099 x 1.506 Waftslsgft x 3.41 Btuh/Watt x 0.998 = 21,031 Occu ants 1.0c x 4,099 X . 250 Btuh/occ. / 7 sgft/occ. • X 1.00 = 13,663 eceptacle 1.0c x 4,099 X 1.500 Wafts/sgft x 3.41 BtuhlWatt X 1.00 = 20,985 rocess �chedule 1.0 X 4,099 x 0.000 Wafts/sgft X 3.41 Btuh/Watt X 1.00= 0 Infiltration: 1.00 x 1.064 x 4 099 x 10.20 x 0.50 / 60] x Air Sensible Area Ceiling Height ACH &T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 126,232 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 4.099_ x 2001 Btuh/occ. / F 75 sgft/occ. = 10 931 Rece tacle 1.00 x 4099 x 0000, Wafts/sgft x:1 3413 Btuh/Watt = Process 1.00 X 4,099 X 0.000 Waftslsgft xj 3.413 Btuh/Watt = 0 Infiltration: [� • x x a oaa x x � / 6] x � _ ?,2 Schedule Alr Latent Area Ceiling Height ACH pyy Frar.}inn EnergyPro 3.1 By Energ Soft User Number. 3665 Page: 29 of 34 r L ROOM COOLING PEAK LOADS Project Title Francis Hack Park Community Center Area Date 2/18/2002 ROOM INFORMATION DESIGN CONDITIONS SC Room Name Child Care/Offcie/Bathroom Time of Peak Jul 5 pm Floor Area 1,042 Outdoor Dry Bulb Temperature 109, Indoor Dry Bulb Temperature 74ck Outdoor Wet Bulb Temperature 77 `l= Conduction 38 Roof (R.38.2x14.16) R-21 Wall .21.2x6.16 R-21 Wall W.21.2x6.16 Double Metal Clear Default R-21 Wall .21.2x6.16 21 Wall W.21.2x6.16 Double Metal Clear Default Area 1,042.0 X 192.0 X 56.0 X 96.0 X 285.0 X 360.0 X 21.0 X X X 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain U -Value 0.0280 0.0592 DETD 1 50.2 = 37.3 = 36.4 = 25.8 = 35.4 = 56.7 = 24.9 = Page Total 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 = = = = = = = = = = (East) 24.0 26 0.813 2.582 (West) 24.0 248 0.813 0.478 (West) 24.0 248 0.813 0.478 (West) 21.0 248 0.779 0.478 (West) 24.0 248 0.813 0.478 Page Total Btu/hr 1,465 424 121 1,782 598 1209 .444 6,043 Btu/hr 1,310 2,311 2,311 1,939 2.31 10 183 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0c x 1,042 x 1.512 Watts/sqft x 3.41 Btuh/Watt x 0.998 = 5,366 ccu ants 1.0c x 1,042 x 250 Btuh/occ. / 7 sgft/Occ. x 1.00 = 3,473 ec�eptacle 1.0c x 1,042 x 1.500 Wafts/sgft x 3.41 Btuh/Waft x 1.00 = 5,335 rP ocess 1.0 x 1,042 x 0.000 Watts/sqft x 3.41 Btuh[Waft x 1.00 = 0 1.00 Infiltration: [Schedule x Air Sensible X Area Ceiling X Ceiling He ghtt x ACH'50 / 60] x OT 38 = 3 722 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 34,122 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1.0421 x 2001 Btuh/occ. / 75 sgft/OCc. = 2 779 Rece facie 1.0o x x 0.000 Watts/sgft x 1 3.413.1 Btuh/Watt = Process 1.00 x 1,042 X 0.000 Watts/sqft x 3.413 Btuh[Waft = 0 Infiltration: [ Q0 x� x � x x � / 6] x D� I Schedule Air Latent Area Ceiling Height ACH Z yw EnergyPro 3.1 By EnergySoft User Number 3665 Page: 30 of 34 ROOM COOLING COIL LOADS Project Title X X X X X X X X X Date Francis Hack Park Community Center ► y DETD 1 2/18/2002 (ROOM INFORMATION DESIGN CONDITIONS 61.7 Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Time of Peak Aug 3 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 74OFOutdoor Wet Bulb Temperature 70: Conduction R-38 Roof (R.38.2x14.16) R-21 Wall W.21.2x6.16 Double Metal Clear Default ouble Metal Clear Default R-21 Wall W.21.2x6.16 R-21 Wall W.21.2x6.16 21 Wall W.21.2x6.16 Area X X X X X X X X X U -Value X X X X X X X X X DETD 1 = = = = = = 4,099.0 0.0280 61.7 586.0 0.0592 36.7= 498.01 0.7200 27.0 168.0 0.8500 26.1 473.0 0.0592 39.0 512.0 0.0592 0.742 261.0 0.0592 38 0.813 0.742 (North) 42.0 38 0.779 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Page Total 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 = = _ = = = = = = (North) 18.0 38 0.813 0.742 (North) 36.0 38 0.813 0742 (North) 9.0 38 0.813 0.742 (North) 12.0 38 0.813 0.742 (North) 42.0 38 0.779 0.742 (North) 9.0 38 0.813 0.742 (North) 6.0 38 0.813 0.742 (North) 6.0 38 0.813 0.742 (North) 21.0 38 0.779 0.742 North 36.0 38 0.813 Page Total Btu/hr 7,081 1,272 9,683 3,732 1,091 1 363 870 25 092 Btu/hr 413 825 206 275 923 206 138 138 462 825 4 411 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.0c x 4,099 x 1.506 Wafts/sgft x 3.413 Btuh/Watt x 0.998 = 21,035 Occupants 1.0c x 4,099 x 250 Btuh/occ. / 7 sqft/occ. x 1.00 = 13,663 Receptacle 1.0 x 4,099 x 1.500 Waftslsgft x 3.41 Btuh/Watt x 1.00 = 20,985 rocess 1.0 x 4,099 x 0.000 Wafts/sqft *x 3.41 BtuhlWaft X 1.00 = 0 Infiltration: F 1.00 x 1.064 x 4 099 x 10.20 x 0.50 / 6] x 38 = 14,090 Schedule Air Sensible Area Ceiling Height ACH DT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 124,766 Sched. Latent Gain Frac.. Area Heat Gain Btu/hr Occupants 1.00 X 4 099 x 200 Btuh/occ. / 75 sqft/occ. = 10 931 Receptacle 1.00 x x 0 Watts/sqft x Btuh/Watt = Process 1.00 X 4,099 x 0.000 Watts/sgft X 3.413 Btuh/Watt = 0 Infiltration: [� x x a 9aa x x / 60] x 0 00394 = 6 5d� Schedule Air Latent Area Ceiling Height ACH pyy Energ Pro 3.1 By Energ Soft User Number: 3665 Page: 31 of 34 ROOM COOLING COIL LOADS Project Title Francis Hack Park Community Center Area Date 2/18/2002 OOM INFORMATION DESIGN CONDITIONS SC Room Name Fyr/Rcptn/CmmRm1,2/Kit/Rs Time of Peak Aug 3 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 112 97 Indoor Dry Bulb Temperature 74cl= Outdoor Wet Bulb Temperature 78 '1= Conduction Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain 10 11 12 13 4 5 16 17 18 19 U -Value DETD 1 Page Total Orientation Area X x x x X X x X X x SGF X x X X x x x X X X SC WeightingFactor X x x X x x x X X x = = = = = = = = = = (North) 36.0 38 0.813 0.742 (East) 36.0 38 0.813 1.882 _(East) 36.0 38 0.813 1.882 (East) 6.0 38 0.813 1.882 (East) 21.0 38 0.779 1.882 (East) 21.0 38 0.779 1.882 (East) 36.0 38 0.813 1.882 (East) 36.0 38 0.813 1.882 (South) 36.0 80 0.813 0.871 South 36.0 I80 I 0.871 Page Total Btu/hr Btu/hr 825 2,092 2,092 349 1.170 1,170 2.092 2.092 2 038 2 038 15 958 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr fights 1.0c x 4,099 x 1.506 Wafts/sgft x 3.41 BtuhlWatt x 0.998 = 21,035 ccu ants 11.0c x 4,099 X 250 Btuhlocc. / 7 sgft/occ. x 1.00 = 13,663 Receptacle 1.0c x 4,099 X 1.500 Waftslsgft x 3.41 BtuhlWaft X 1.00 = 20,985 process 1.0c x 4,099 x 0.000 Watts/sqft X 3.41 BtuhlWaft x 1.00 = 0 Infiltration: 1.00 —Schedule AirSensiblex 0 Area Ceiling x CeilingHeigM X 38 = ACH50 /6] x QT 14090 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 124,766 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 X 4 099 x 200 Btuh/OCC. I 75 sgft/oCC. = 10 931 R` ece tacle 1.00 x x 00001 Wafts/sgft x Btuh/Watt = Process 1.00 x 4,099 X 0.000 Watts/sgft x. 3.413 Btuh/Watt = 0 Infiltration:'� x x aoaa x � x 05 /60] x _ I —Schedule Air Latent Area Ceiling Height ACH pyy I EnergyPro 3.1 By EnergySoft User Number: 3665 Page: 32 of 34 1 ROOM COOLING COIL LOADS Project Title Area Date 1 Francis Hack Park Community Center X X X X x X . x X x X 2/18/2002 (ROOM INFORMATION . DESIGN CONDITIONS = = = = = = = = = = Room Name Fyr/Rcptn/CmmRm1,2/KiURs Time of Peak Aug 3 pm Floor Area 4,099 Outdoor Dry Bulb Temperature 112 `k' Indoor Dry Bulb Temperature 74OFOutdoor Wet Bulb Temperature 78 cl= 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 DETD 1 Page Total 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 = = = = = = = = = = (South) 6.0 80 0.813 0.871 (South) 21.0 80 0.779 0.871 (South) 9.0 80 0.813 0.871 (South) 12.0 80 0.813 0.871 (South) 42.0 80 0.779 0.871 (South) 9.0 80 0.813 0.871 (South) 36.0 80 0.813 0.871 _(South) - 36.0 80 0.813 0.871 I Page Total Btu/hr 0 Btu/hr 340 1,140 509 679 2.280 509 2,038 . 2 038 9 532 Sched. Weighting Internal Gain Frac. Area Heat Gain IFactor Btu/hr fights 1.00 x 4,099 x 1.506 Watts/sqft x 3.413 BtuhlWatt x 0.998 = 21,035 Occupants 1.0c x 4,099 x 250 Btuh/occ. / 71 sqft/occ. X 1.00 = 13,663 Receptacle 1.0 x 4,099 x 1.500 Watts/sqft x 3.41 Btuh/Watt X 1.00 = 20,985 Process 1.0 X - 4,099 X 0.000 Wafts/sqft X 3.41 Btuh/Waft X 1.00 = 0 Infiltration: F 1.00 x 1.064 x 4 099 x 10.20 x 0.50 / 60] x 38 = 14 090 Schedule Air Sensible Area Ceiling Height ACH p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 124,766 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 4.0991 X 2001 Btuh/OCC. / 75 sqft/occ. = 10 931 Receptacle 1.00 x x Wafts/sgft x Btuh/Watt - Process 1.00 x 4,099 X 0.000 Wafts/sgft X 3.413 Btuh[Watt = 0 Infiltration: [ 109 x x 4,Ogg x 1020 x 0 / 60] x _ i Schedule Air Latent Area Ceiling Height ACH pyy Fraction i EnergyPro 3:1 By EnergySoft User Number 3665 Paae:33 of 34 BROOM COOLING COIL LOADS Project Title Francis Hack Park Commu Center Date 1 2/18/2002 1 Room Name Child Care/Offcie/Bathroom Time of Peak Jul 4 pm Floor Area 1,042 Outdoor Dry Bulb Temperature 111 `k Indoor Dry Bulb Temperature 74`l: Outdoor Wet Bulb Temperature 78 c� Conduction R-38 Roof (R.38.2x14.16) R-21 Wall W.21.2x6.16 R-21 Wall .21.2x6.16 Double Metal Clear Default R-21 Wall W.21.2x6.16 R-21 Wall W.21.2x6.16 Double Metal Clear Default Area 96.01 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain U -Value 1 0.02801 1 0.85001 DETD 1 59.2 = 36.8 = 38.9 = 26.8 = 37.8 = 58.3 = 25.91 = Page Total 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 = = = = = = = = = _(East) 24.0 35 0.813 2.064 (West) 24.0 262 0.813 0.408 (West) 24.0 262 0.813 0.408 (West) 21.0 262 0.779 0.408 (West) 24.0 262 0.813 0.408 Page Total Btu/hr 1,7281 419 129 1,849 6371 1 242 4621 6 465 Btu/hr 1,409 2,085 2,085 1,749 2.085 9 413 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Fights 1.0c x 1,042 x 1.512 Watts/sqft X 3.41 Btuh/Watt x 0.998 = 5,365 Occu ants 1.0c X 1,042 x 250 Btuh/occ. / 71 sgft/occ. x 1.00 = 3,473 Receptacle 1.0 X 1,042 X 1.500 Watts/sgft X 3.41 Btuh/Watt X 1.00 = 5,335 Process 1.0 X 1,042 X 0.000 Watts/sgft x 3.413 Btuh/Watt X 1.00 = 0 Infiltration: Schedule X Air Sensible X Area Ceiling x Ceiling Heightt X ACH 50 /6 0] X AT 38 = 3 722 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 33,774 Sched: Latent Gain Frac. Area Heat Gain Btu/hr �c—cupants 1.00 x 1 042 x 200 Btuh/occ. / 75 sqft/occ. = 2 779 Ri eceatacle 1.DO X x 090 Watts/sqft x Btuh/Watt _ Process 1.00 X 1,042 x 0.000 Watts/sgft X 3.413 Btuh/Watt = o Infiltration: [ �.00 X x 1 x �� x n So / 60] x non:� = � Schedule Air Latent Fradinn Area Ceiling Height ACH pyy 4 blU Energ Pro 3.1 By EnergySoft User Number. 3665 Page: 34 of 34 BREEZE AIR CONDITIONING, INC. 75-145 ST. CHARLES PLACE - PALMI DESERT, CA 92211 PHONE: (760) 346-0855 FAX: (760) 568-5986 LICENSE -4416394 REQUIREMENTS FOR TITLE 24 COMPLIANCE CONTRA CTOR/ARCHITECT:1ZS (A� C.�1C (N L DATE: ADDRESS: 74 - D 4�..« l (7'�'1� l 1� �, 1 ►�_5-i- .� CITY, STATE, ZIP: f�q_'/Y\ .0 9: PHONE: 7 b C7 JOB DESCRIPTION: .Please note: Breeze Air Conditioning, Inc. has implemented the following marked boxes so the above project complies with the Title 24. requirements. WATER HEATER STANDARD O.A. SMITH FSG 75-230 AMERICAN PBG.102-345100-2LPV _L OTHER j6 - c) . _5 rr l 7 2� —0 6 b _ HVAC SYSTEM _ EXPANSION VALVE 6% DUCT TESTING 1 RADIANT BARRIER OTHER _;K, ROOF R38 R30 OTHER /C WALLS %C R21 R19 OTHER GLAZING DUAL BRONZE LOW E SQUARED DUAL CLEAR LOW E SQUARED DUAL BRONZE JIETAL OTHER r DOUBLE N'IETAL CLEAR DEFAULT DOUBLE METAL TINTED DEFAULT NON METAL CLEAR DEFAULT NON METAL TINTED DEFAULT U -VALUES U -VALUES S.C. OPERABLE ,� FIXED _V13 SLIDING PATIO DOORS S SWINGING DOORS _.aL SIGHT BUILT FIXED - _ SKYLIGHTS OTHER — OTHER RESPECTFULLY, TIM SCOTT i . *** g DATE: CITY OF LA QUINTA 8/13/021 *** BUILDING DEPARTMENT' 1 LOG FILE NAME: 0204-201 JOB ADDRESS: 77-865 AVENIDA MONTEZUMA OWNER NAME : CVRPD MAILING ADDRESS:, 0 CITY, ST ZIP PH# 0' . USE OF PERMIT: PUBLIC BLDG - 6,137 S.F. (COMMUNITY CENTER) CONTRACTOR NAME: JAL DURRETT CONSTRUCTION CONTRACTOR ADDR : 10 CONTRACTOR PH #: 10 LOT / TRACT : BLK 130 & 131 ASSESSOR PARCEL # 773-074-002 (C)OMM or (R)ESID : ** C BUILDING CONSTRUCTION VALUATION UNIT UNIT $ TOTAL GOOD CONSTR (SF) .0 77.90 0 AVERAGE CONSTR (SF) 0 54.30 0 PORCH/PATIOS (SF) 1390 13.30 18487 GARAGE/CARPORT (SF) - 0 19.60 0 BLOCK WALL (HT/LF) 0 0 0.00 0 BLOCK WALL (HT/LF) 0 0 0.00 0 WOOD. FENCE (LF) 0 ' 8.50 0 SPRINKLERS (SF) 6137 - 1.70 10432.9 A/C -- RESID (SF) 0 2.90 0 A/C --COMM (SF)5141 3.50 17993.5 PUBLIC BLDG (VN) . 6137 73.80. 452910.6 ESTIMATED VALUATION TOTAL ***SUMMARY OF FEES UNIT 499824 CONSTRUCTION FEE 2039.50 , PLAN CHECK FEE 1711.12 PLAN CHECK DEPOSIT 0.00 MECHANICAL FEES 168.50 ELECTRICAL FEES 137.74 PLUMBING FEES 175.00 STRONG MOTION (RES) 0.00 STRONG MOTION (COMM) 104.96 TOTAL VAL .' GRADING 0.00 499824.00 DEVELOPER IMPACT FEE Da. 6 J PRECISE PLAN 0.00 ART IN PUBLIC PLACES (RES) 0.00 TOTAL FEES ART IN PUBLIC PLACES (COMM) 0.00 15837.56 s Page 1 *** CITY OF LA QUINTA *** JOB ADDRESS: BUILDING DEPARTMENT' 77-865 AVENIDA MONTEZUMA ** ELECTRICAL FEES UNIT UNIT $1 TOTAL FLOOR AREA (SF) 0 0.04 0.00 GARAGE/CARPORT (SF) 0 0.02 0.00 ELECTRIC UNITS (EA) 0 3.00 0.00 SUB -PANELS 0 7.50 0.00 CONSTRUCTION POLE 0 15.00 0.00 SERVICE (AMPS) 0 18/37/75 0.00 SWIMMING POOL (EA) 0 30.00 0.00 SPA (EA) 0 15.00 0.00 FLOOR AREA (SF) 6137 0.02 122.74 OTHER 0 0.00 0.00 PERMIT FEE 1 15.00 15.00 ELECTRICAL SUB -TOTAL 137.74 ** PLUMBING FEES . UNIT UNIT $1 TOTAL POOL/SPA (0, 1 OR 2) 0 21/27 0.00 WATER PIPING 1 3.00 3.00 ROOF DRAINS 0 6.00 0.00 SEWER CONNECTION 1 22.50 22.50 GAS PIPING 6 4.50/1.25 7.00 WATER HEATER 1 7.50 7.50 FIXTURES 20 6.00 120.00 SEWAGE DISPOSAL 0 45.00 0.00 LAWN SPRINK. SYSTEM 0 9.00 0.00 OTHER 0 0.00 0.00 PERMIT. FEE 1 15.00 15.00 PLUMBING SUB -TOTAL 175.00 ** MECHANICAL UNIT FEES UNIT $ TOTAL DUCT ALTERATION (FF) 0 4.50 0.00 EXHAUST, HOOD,FAN(EA) 4 6.50 26.00 HEATING <=100000 BTU 5 9.00 45.00 HEATING > 100000 BTU 0 11.00 0.00 EVAPORATIVE COOLER 0 6.50 0.00 COMPRESSOR <= 3 TON 0 9.00 0.00 COMPRESSOR > 3 TON 5 16.50 82.50 SWIMMING POOL HEATER 0 24.00 0.00 OTHER , 0 0.00 0.00 OTHER 0 0.00 0.00 PERMIT FEE 1 15.00 15.00 MECHANICAL SUB -TOTAL 168.50 Page 1 Cerriricat6 of Occupapcy0_ 0OR��-.� -OF , ,'Building-A,Safety_ Department .This - Certificate is issued pursuant to. the requirements ofSection •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 d the various ordinances -of, the city regulating building . construction and/or use. i BUILDING ADDRESS: 77-865 AVENIDA MONTEZUMA _ ♦ .. .,. ~ �. f •'ALJ • - .-. ' C. lr}• '.` J� e Use classlflcatlon: COMMERCIAL '- `, t -Building Permit No.: 0204-201 Occupancy.Group:'A 3,E -3,S-1 Type'of Construction: V -N _ Land Use Zone: VC Owner of. CV CV PARKS, &- RECREATION * -, i Address: 45-87.1 CLINTON STREET - r City, ST, ZIP -INDIO CA 92201 By: KIRK KIRKLAND _ Date: 6.-12-2003 _ Building Offici - r� POST IN A CONSPICUOUS PLACE `