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AMUS (14-0429)7«495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: AMUS -14-429 Property Address: 81181 MERV GRIFFIN WY APN: 767320999 Application Description: POOL AND SPA BUILDING Property Zoning: Application Valuation: $77,907.80 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Applicant: u AUG 13 2014 U LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE CITY OF LA QUINTA ALISO VIEJO, CA 92656 COMMUNITY DEVELOPMENT DEPARTMENT I VOICE (760) 777-7125 . FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/13/2014 Owner: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 Contractor: LENNAR HOMES OF CALIFORNIA INC 25 ENTERPRISE ALISO VIEJO, CA 92656 (949)349-8000 Llc. No.: 728102 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: B License No.: 728102 of the work for which this permit is issued. / `/Date: Contractor: YYY I have and.will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit' is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DE RATION Carrier: _ Policy Number: _ I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith signed statement that he or she is licensed pursuant to the provisions of theply c n with those provisions. Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 p of the Business and Professions Code) or that he or she is exempt therefrom and the J Z25 Date: D Applicant: 4 PM basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPE ATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO (_) I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OFT HE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application ismade, each person at whose (_) I, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (_) I am exempt under Sec. B.&P.C. for this reason 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. Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Add I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize. representatives of this city to enter upon the above- 7ntioned property for,inspection purposes. Date: L Signature (Applicant or Agent): DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATL BSAS SB1473 FEE 101-0000-20306 0 $4.00 $4.00 8/13/14 PAID BY • METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $4.00 $4.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK - YES 101-0000-42600 3 $210.00 $210.00 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R696'---"""% 13113 AOR Total Paid forCITY STAFF - PER HOUR: 1$210:00.,. $210.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 0 $386.80 $386.80 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - FIRE PROTECTION 257-0000-43200 0 $177.33 $177.33 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK; R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $240.58 $240.58 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNTQTY Y, AMOUNT PAID PAID DATE DIF - TRANSPORTATION 250-0000-43200 0 $5,889.12 $5,889.12 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid forDIF - GENERAL COMMERCIAL: $6,693.83 $6,693.83 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NON-RESIDENTIAL, FIRST 2,000SF 101-0000=42403 0 $107.25 $107.25 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT. PAID PAID DATE NON-RESIDENTIAL, FIRST 2,000SF, PC 101-0000-42600 0 $82.94 $82.94 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid for ELECTRICAL - NEW CONSTRUCTION: $190.19 $190.19 DESCRIPTION .- ACCOUNT QTY AMOUNT PAID PAID DATE AIR HANDLER 101-0000-42402 0 $107.25 $107.25 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR ' DESCRIPTION usr � , •'1 �, "`tACCOUNT.- � . , x "QTY AMOUNT PAID` ^' * ° %PAID DATE AIR HANDLER PC i'' 101-0000-42600 0 $35.76 $35.76 8/13/14 PAID BY, .. c 6 :AAS",4 Sa, J METHOD`, ` ' RECEIPT # . °� CHECK # - + CLTD BY LENNAR HOMES OF CALIF INC -CHECK R690 13113 AOR DESCRIPTION. - - ; '" «<,. �, ACCOUNT . , • ` '� QTY `' AMOUNT - y PAID �� ,- PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $71.50 $71.50 8/13/14 `�PAIDBYi ' r iMETHOD, ° _4' , ;RECEIPT#'. CHECK# sr g CLTO BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR 5 < DESCRIPTION P A ACCOUNT '` °` QTY, TY. " AMOUNT,''a ` ' PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $47.66 $47.66 8/13/14 „- PAID BY ' �, METHOD..-'- �•« RECEIPTf# CHECK CLTD BY., LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION 'ACCOUNT ..;• i QTY . AMOUNT -' • ,PAID E PAID DATE EVAPORATIVE COOLER 101-0000-42402 0 $11.92 ' $11.92 8/13/14 b•- PAID BY C'� ' ;,,,METHOD . '., ,� �;,, '`RECEIPT'" # CHECK # , ` CLTD BY. , LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTIONV, , ; ACCOUNT.: QTY r 'AMOUNTPAID DATE EVAPORATIVE COOLER PC 101-0000-42600 0 $11.92 $11.92 8/13/14 ,n i•'Eg �' r oPAID BY, ` 3+ METHOD '.-, RECEIPT # :CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR ESCRIPTION "ACCOUNT ` QTY, PAID-, TEkt, PAID DATE FURNACE 101-0000-42402. 01 $71.50 $71.50 8/13/14 PAID BY METHOD: �'"` RECEIPT # CHECK #� • CLTD BY LENNAR HOMES OF CALIF INC CHECK- R690 13113 AOR y ' ` I DESCRIP,TIONy _ J ACCOUNT. :AMOUNT ",PAID PAID DATE FURNACE PC 101-0000-42600 0 $47.66 $47.66 8/13/14 x� PAID BY �_ : ' "r METHOD r. '��,_'RECEIPT# CHECK# CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION • a a ': 'r' ° ACCOUNT, " `F QTY. ;, AMOUNT,, PAID , " ; PAID. DATE VENT FAN 101-0000-42402 0. $23.84 "$23.84 8/13/14 ':PAID BY. ; : ,� `,' * °, • METHODS`"; a'1RECEIPT# CHECK #� ; CLTD BY =z. LENNAR HOMES OF CALIF INC ' CHECK R690 13113 AOR DESCRIPTION °":^°% ACCOUNT QTY"AMOUNT,,- " .- PAID '. f PAID DATE VENT FAN PC 101-0000-42600 -0 $9.54 $9.54 8/13/14 �a • �" a PAID BY '� : { ` ' METHOD RECEIPT # ` - CHECK # x �`• CLTD BY LENNAR HOMES OF CALIF INC CHECK - R690 13113 AOR Total Paid forMECHANICAL: $438.55 $438.55 - DESCRIPTION' �" ' ° w<.� " ACCOUNT= CITY AMOUNT �' ` s PAID > �. , PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 04 $474.79 $474.79 8/13/14 s ` "PAID BY ` �, �; :. METHOD' ` '' �-RECEIPT # � x "CHECK # ' . LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid for NEW CONSTRUCTION PERMIT:. $474.79`w : - d " ° $474.79 s.. — DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $891.73 $891.73 8/13/14 ► PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid for NEW CONSTRUCTION PLAN CHECK: $891.73 $891.73 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE 101-0000-42401 0 $11.92 $11.92 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE PC 101-0000-42600 0 $4.77 $4.77 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER 101-0000-42401 0 $11.92 $11.92 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER PC 101-0000-42600 0 $11.92 $11.92 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $274.16 $274.16 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $274.16 $274.16 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $23.84 $23.84 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $14.30 $14.30 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $11.92 $11.92. 8/13/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600 �- 0 $11.92. $11.92 8/13/14 a, « 6' PAID`BY #`� METHOO,� # s r x, - CHECK # t CLTUBY `A „ .-�RECEIP",T ° , LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid for PLUMBING FEES: $650.83 $650.83 rr DESCRIPTION r = + ACCOUNT CITY AMOUNT YPAID9 • , ..-. PAID DATE f, SMI - COMMERCIAL 101-0000-20308 0 $21.81 $21.81 8/13/14 PAID BY` $ y METHOD '.RECEIPT # CHECK #�y, , CLTD BY.' ,aK% ,3 LENNAR HOMES OF CALIF INC CHECK R690 13113 AOR Total Paid forSTRONG MOTION INSTRUMENTATION SMI; $21.81 $21.81 • RECE.IVED M nn4A Qin # City of La Quin to C,Ty OF LA QUINTA -Building &r Safety DivisionEVELOPMENT P.O. Box 1504, 78-495 Calle TamMMUNITY O La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: v _ i �t , Owner's Name: A. P. Number: _ •3 a -i Address: ck--� a% Legal Description: City, ST, Zip: Contractor: Telephone: :�#�:< %:t?<? ;qv'.;�v<°">�::'<<£:i•. Address: C) N- �p Project Description: �+ City, ST, Zip: L0. 01 a 3ua foo V �a L t7.-• Telephone: �S I— $1 A`'x: u <..,::<';•:..;:?: �. :.. 11 I� "" State Lic. # : or,, M l2 City Lie. Arch., Engr., Designer. (V -)CAC 1 r Address: City., ST, Zip: Telephone:Construction rxi',�.;�1%7a rt{ivp%r'':r:':j:��}1.9;'�•$`.}�?'r% i.; i; Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft : # Stories: #Units: Name of Contact Person: �l rLL� ��Yloa' Telephone #,of Contact Person: (p ( �3 t d Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction . Flood plain plan Plans resubmitted 1P Mechanical Grading plan 2" Review, ready for correctionissue Electrical Subcontactor List' Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for correctiosfissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue 0 13 2 School Fees Total Permit Fees SITE FEATURES KEY J '" '• ' r ; �� 1 � � '• �a ti+!' � .1, � t� ,� � "' '1 1 Existing Post Office r ' • " t 2 Recreational Lawn 3 Sunken Tennis Court .•h ►m } t 'A 4 Tennis Courts 5 Ten nisTertace 6 Perking 7 Service Enhance 8 Outdoor Kitchen/ BBQ 9 Outdoor Dining Arca 10 Service Driveway � 11 Fenced Dog Park r 12 Fountain/ Water Feature 13 Gas Fire Feature 14 Seat Wall 15 Event Area - ti , , �i �+i+f �{ - "�,r' f , 16 Raised Planter Seatwell 17 ShadeTre is r F g,� yF � � • r� 18 Rose Garden 19 Bird and Butterfly Garden r f hu - r / - r 20 Swimming Pool 21 Cabanas 22 Spash Park 23 Spa 24 Reading Garden • . I J y 25 Golf Cart Parking 26 Putting Green r r f 'a • �k 7 r - 27 Hitching Post 28 Pool Equipment Building 29 Restrooms 30 Drinking Fountain ,R� r ?4t;' ` ` ♦ ._ . r r '�_ 31 Bike Rack 32 Pool Equipment Yerd RECEIVED 33 Pool Storage '%+�+i� r , , i'' 34 Shade structure APR 3 0 2014 y e 35 Pool Seating 36 Teenis/(4)Pickleball MY OF LAQUVfTA `s. ! t• w . ``�a,' 'i 37 SculptureutiiiY MaOW EMira) - �- GRIFFIN RANCH •. AP a'�V1'E N1F#ta DFQIjRT EIbW h81rDATE Sl /Y WHERE DISTINCTION REIGNS l so M CC► 41 APRIL 29, 2014 0 G, t qq� 4 COMMUNITY DEVELOPMENT DEPARTMENT 7.8-495.CALLE TAMPICO ' LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 To: Greg Butler, Building Official To PD: April 15, 2014 From: Les Johnson; CDD Director' Due. Date: April 30, 2014 Permit #: 14-429 Status: 1 st Bu ld;ingi Plans. Approval .(This is an approval to issue a Building Permit), Planning has reviewed`the Building' -Plans for the following project: Description: POOL BLDG. POOL SPA &SPLASH PARK Address or General Location: 81-181 MERV GRIFFIN WY Applicant Contact: ULRICH SAURBREY 760-610-9410 Planning finds that: ❑ ...these Building Plans do not require Planning approval. ...these Building Plans are approved by Planning. c.-saz-.,- ❑ ...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 Planning for review. Les Johnson, Community Development Department Director y ' • • r .. At F' RECEI• ., T - Leighton and ,Associates; Inc. A�uN 19 €.L)Gg€'iON OxROUP COMPANY JUN June 18, 2014 ` y COMMUNITM QUINWroject No. 10343.004 DEVELOPMENT Lennar Homes 980 Montecito Drive, Suite 302 ' Corona, California 92879 Attention: Mr. Randy Schroeder f Subject: Results of Compaction Testing, Pool Deck, Restrooms and Tennis Courts, Griffin Ranch Clubhouse, Tract 32879 La Quinta, California In accordance with your request, Leighton and Associates, Inc. (Leighton) provided part-time field observation and testing services during the surface re-conditioning of the. pool deck, associated restrooms, tennis courts, and related hardscape. The re- conditioning process generally consisted of scarification and re-compaction of the upper 1 foot of exposed lot surface, after potholing and verifying the suitability of deeper soil at 2 feet. Fill placement then proceeded in areas that were left low from previous grading. Fill soils•were placed in thin lifts, moisture. conditioned and compacted. Where tested the subgrade soils have the required relative compaction of 90 percent per ASTM D1557. The laboratory testing indicates `that the subject areas have low to moderate Soluble Sulfate Content. As such, we recommended that cement,Type IIN be used in concrete exposed to onsite soils. The foundation design parameters ,provided in the referenced reports remain valid. A representative of Leighton should verify bottoms of foundation excavations prior to reinforcement placement or concrete pour. Density test and laboratory test results are attached. ` If you have any questions regarding this'letter, please do not hesitate to call our office. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Na 1921 �► CERTIFIED 0.5 MGINEERING Nae k� GEOLOGIST Simon I. aiid * Robert F. Riha GE 2641 (Exp. 09/30/15) CEG 1921 (Exp. 02/29/16) Principal Engineer Vice President / Senior Principal Geologist Attachments: References w Summary of Field Density Tests - Distribution: (3) Addressee (plus 1 via email) sid- P ,a... €.3C<; s_'', uNt I" ahr M."sser% .:'. >c'.l.`•; v ,'(.t.:.T'115' aB0 Fax r: 10343.004 June 18, 2014' ' - References Leighton •& Associates Inc., 2013, Geotechnical Exploration Update, Existing 195 -Acre t 'Residential Development, Griffin Ranch — Tract No. 32879, SWE Madison Street and Avenue 54, City of La Quinta, California, Project No..10343.002, r dated September 6, 2013: ' MSA Consulting Inc., Site Plan, dated May 1, 2013. Sladden Engineering, Geotechnical Investigation, Proposed Griffin Ranch Residential Development, SEC Avenue 54 and Madison Street, La Quinta, California, dated August 17, 2004, Project No. 544-4402, 04-08-571. Sladden Engineering, Update Letter, Report of Observation' and Testing 'During Rough y Grading, Griffin ranch, La Quinta, California, dated August 17, 2004, Project, No. 544-13056, 13-03-089. ` . r .gin SUMMARY OF FIELD DENSITY TESTS Test No. Test Date Test Of Location Test Lot # Elev (ft) Soil Type Dry Density (pcf) Moisture (%) Field Max Field Opt. Relative (%) Compaction Remarks 3 6/4/14 CF TENNIS COURTS BOTTOM -2 3 98.3 106.0 13.6 15.0 93 4 6/4/14 CF TENNIS COURTS BOTTOM -2 3 97.1 106.0 14.1 15.0 92 , 5 6/5/14 CF TENNIS COURTS -2 3 98.9 106.0 13.8 15.0 93 6 6/5/14 CF TENNIS COURTS -2 3 98.3 106.0 13.9 15.0 93 7 6/6/14 CF TENNIS COURTS -2 3 97.9 106.0 13.9 15.0 92 8 6/6/14 SG ACCESS ROAD 0 3 98.1 106.0 14.1 15.0 93 8A 6/6/14 SG ACCESS ROAD 0 3 101.7 106.0 14.2 15.0 96 RT 9 6/6/14 SG FIRE ACCESS ROAD 0 3 99.9 106.0 14.0 15.0 94 9A 6/6/14 SG FIRE ACCESS ROAD 0 3 101.4 106.0 14.0 15.0 96 RT 10 6/9/14 SG SIDEWALK N OF CLUB 0 1 113.2 118.0 9.8 12.0 96 11 6/9/14 SG SIDEWALK N OF CLUB 0 1 111.8 118.0 10.3 12.0 95 12 6/9/14 SG SIDEWALK N OF CLUB 0 1 113.1 118.0 11.9 12.0 96 13 6/9/14 SG SIDEWALK N OF CLUB 0 1 115.4 118.0 10.2 12.0 98 14 6/9/14 SG TENNIS COURTS (HIGH) -1 1 106.5 118.0 12.1 12.0 90 15 6/9/14 SG TENNIS COURTS (HIGH) -1 1 109.7 118.0. 10.3 12.0 93 16 6/11/14 SG TENNIS COURTS (HIGH) 0 1 113.9 118.0 9.3 12.0 97 17 6/11/14 SG - TENNIS COURTS (HIGH) 0 1 112.4 118.0 10.6 12.0 95 18. 6/11/14 SG TENNIS COURTS (HIGH) 0 1 111.8 118.0 8.8 , '.12.0 95 19 6/11/14 SG TENNIS COURTS (LOW) 0 1 113.5 118.0 10.2 12.0 96 '20 6/11/14 SG TENNIS COURTS (LOW) 0 1 114.7 118.0 10.6 12.0 97 21 6/11/14 FG 'POOL DECK 0 1 113.1 118.0 12.1 12.0 96 22 6/11/14 FG POOL BATHROOM 0 1 112.2 118.0 10.3 12.0 95 23 6/11/14 FG POOL BATHROOM 0 1 113.3 118.0 11.2 12.0 96 E 1 - 6/5/14 SG TRANSFORMER PAD - 0 3 100.2 106.0 14.0 15.0 95 E .2 6/5/14 M NW OF CLUBHOUSE -1 3 101.0 106.0 13.2 15.0 95 - Proiect Number: 10343004 Aft Proiect Name: GRIFFIN RANCH CLUB HOUSE Proiect Location: LA QUINTA Client: LENNAR HOMES Paae 1 of1 6/18/2014 10:15:54AN Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 March 15, 2013 Project No. 544-13056 13-03-089 IOTA Griffin, LLC Sabal Financial Group, LP 4675 MacArthur Court, Suite 1550 Newport Beach, California 92660 Attn: Mr. Jim Stockhausen Project: Griffin Ranch Clubhouse Complex - SEC Avenue 54 and Madison Street La Quinta, California Subject: Geotechnical Update Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated August 17, 2004; Project No. 544-4402, Report No. 04-08-571 Report of Observation and Testing during Rough Grading report prepared by Sladden Engineering dated June 28, 2006; Project No. 522-4402, Report No: 06-06-667 As requested, we have reviewed the above referenced geotechnical report as it relates to ' the design and construction of the new clubhouse proposed for the Griffin Ranch residential development. The proposed clubhouse site is located within the central portion of the Griffin Ranch development on the southeast corner of Avenue 54 and Madison Street in the City of La Quinta, California. It is our understanding that the proposed clubhouse will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The referenced report includes recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced report, it is our opinion that the structural values included in the referenced report should be considered applicable forthe design and construction of the proposed clubhouse. Because the clubhouse site has been previously rough graded, the remedial grading required at this time should be limited provided that the clubhouse falls within the previously rough graded building pad and no subterranean levels or deep footings are proposed:, The previous rough grading included over -excavation of the loose native soil along with the placement of engineered fill soil. The grading resulted in the placement of approximately 5 feet of engineered fill throughout the pad areas. Additional over excavation will be required' in areas where the proposed clubhouse building extends beyond the previously graded pad and in areas where footings in excess of 3 feet in depth are proposed. m ll March 15, 2013 -2- Project No. 544-13056 13-03-089 The building areas should be cleared of surface vegetation prior to grading. The exposed surface should be, scarified to a depth of approximately 8 inches, brought to near optimum moisture content and compacted to a minimum of 90 percent relative compaction'. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500 pounds per square foot (psf) and isolated pad footings may be designed using an allowable bearing pressure of 1800 psf. The allowable bearing pressures are applicable to dead and frequently applied live loads. The allowable bearing pressures may be increased by 1/3 to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soils are not allowed to become saturated from the ponding of rainwater' or irrigation. Drainage from the building area should be rapid and complete. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used for the sides of footings that are poured against properly compacted native or approved non- - expansive import soils. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). The surface soil is non -expansive and falls within the "very low' expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches. As a minimum, slabs should be reinforced with #3 reinforcing steel placed approximately 24 inches on center. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture/vapor retarder consisting of 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch.thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). SIadden Engineering a March. 15, 201.3 -3 Project No. 541-13056 . 13-03-089 The seismic design category for a. struct.tue .may be determined .in accordance with Section 161.3 , of the 2010 CBC or 11SCE71 According to the 20:10 CBC, Mite Class D may be used to estimate design.seismic loading .fo.r the proposed structures. •The 2010 CBC Seismic Design Parameters are ` summarized. below. t ' Occupancy Category (Table 1604.5) 11 Site Class (Table 167.35.2): D Ss (Figure 1.61:3.5.1): L509 , Si (Figure 1.613,5.1.):0.60g i Fa (Table'l61.3.5.3(l)): 1..0 Fv (Table 1613.5.3(2)): 1.5 Srns (Equation 16-36-(F,, X Ssj): 1.508 Soni (Equation 16-37 (Fy X Sil): 0.908 SDS (Equation 16-38 (2/3 X Sms)): 1.008 SD1 (Equation 16-39 12/3 X Snvi}): 0.60g - 3 Seism.i.c Design Category D If you have questions re�ardinr, this tetter or the, refeienced. reports, .please con.tact the - undersigned. Respectfully submitted, -" SLADDEN ENGINEERING ., Brett L. tln.deis nf� `'�t� Principal Engineer � ,� Na c4p ,�a SE.R/gvmPYrsr•7 } Copies: 4; ITOA Griffin, LLC: w - i Slrrdden Engineering LA QUINTA _ A .. Please verify that soils reports contain all of the above information. In addition, to assure. continuity between the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the. construction documents address all of the site soil conditions.. , La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? , "Address" means; _ V (a) the criterion is considered significant and mitigation-measure(s) noted, or; (b) the criterion is considered insignificant and explicitly so stated. Yes No Criterion' _ ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of expansive soils, W ❑ Foundation criteria based upon bearing capacity, of natural or -compacted soil.. ❑ Foundation criteria to mitigate the effects of liquefaction. ;d ❑ Foundation criteria to mitigate the effects of seismically induced differential settlement. Q , ❑ Foundation criteria to mitigate the effects -of long-term differential settlement. ❑ Foundation criteria to mitigate the effects.of varying soil strength. ❑ Foundation criteria to mitigate expected total and -differential settlement. Any "No" answers to the above checklist should be noted as specific required corrections. ###• . y ""EC EIV Leighton and`Associates, Inc. JUN 1 9 201 ' ` 4 CITY OF LA QUINT,4 ` COMMUNITY DEVELOPMENT - _=? ,r - May 21, 2013 Project No. `10343.001 Lennar Homes of California, Inc. 980 Montecito Drive, #302' Corona, California 92879 Attention: Mr. Randy Schroeder Subject: Geotechnical Due-Diligence Review/Update, Griffin Ranch Tract No. 32879, Existing, 195-Acre Residential Development, Southeast Corner of Madison Street and Avenue 54, La Quinta; California In response to your request and authorization, Leighton & Associates, Inc. (Leighton) is pleased to provide this geotechnical -review/update report for the subject. project. This - report provides a summary of our recent site observations,- review of provided soil reports, and pertinent geotechnical recommendations for continuing development. PURPOSE AND SCOPE' - The purpose and scope of this geotechnical; due-diligence review/update included the following: ' Review of available site-specific information,+. including, various geotechnical reports listed in the references at the end of'this'report: A site reconnaissance and visual observations of surface conditions.. a Limited laboratory testing of 'selected soil samples collected during the site reconnaissance visit. - M Preparation of this report which presents the results of our geotechnical review signed by a California registered Geotechnical Engineer (GE) ' and a California Certified Engineering Geologist (CEG). This report is not intended to be used as an environmental assessment (Phase I or F, other), and foundation and/or a rough grading plan review. ` 75-450 Gerald Ford Drive, Suite 301 Palm Desert, CA 92211 760.776.4182 , 760.776.4080 Fax .. www.leightongroup.com - Geotechnical Due -Diligence Review/Update ^ May 21, 2013 ti Griffin Ranch — Tract No., 32879, La Quinta. CA ' ' Proiect No 10343 001 SITE AND PROJECT DESCRIPTION The site is known as "Griffin Ranch Community" located atthe southeastern corner of Madison Street and Avenue 54, in the City of La Quinta, California. Based on our review of the information provided, the site contains 229 rough -graded lots. This overall site is partially occupied with residences in the western portion and accessible from Madison Avenue through a guarded gate. Most infrastructures including pavement and wet/dry utilities are already in place. However, it appears that most of the streets in the. , northeast portion of the site are -unpaved and numerous debris and stockpiles of soils and' pipes were, noted. ' The site is currently covered. with light, to` heavy vegetation consisting primarily of seasonal weeds and shrubs. BACKGROUND Based on our review of site-specific geotechnical .reports (Sladden, 2007), --rough grading of the site started in "2007 and consisted of, over -excavation of native surface - soils and placement of engineering fill to construct present building pads. Although no 'documentationwas available for our review to confirm the extent of -remedial grading, the project soils report (Sladden, 2004) recommended removal .of 3 feet below existing -grade or 2 feet.below the bottom of footings. Remedial grading for pavement and. exterior flatwork consisted of scarifying and/or removing the. upper 12 inches and, re - compacting to 90 percent relative compaction per ASTM 1557. Groundwater was not encountered within the explored depth of 50 feet :and '"the potential for liquefaction affecting the site is considered negligible." According to .the project, soils report, "the r soils underlying the site consist primarily of fine-grained silty sands with scattered generally sandy clayey silt layers." The expansion potential is expected to be very low. SUMMARY, OF FINDINGS' Based on a site reconnaissance performed by Leighton on May•15,•2013, the following is a summary of our field observations Field Observations: The graded residential pads appear to be generally preserved, especially those that are covered with -an erosion control surface applicant in the eastern and southern portions of the site. However, some localized disturbance/loosening is noted -in existing ground surface and could be generally attributed to eroded soils and vegetative growth. Numerous truck -load soils stockpiles and miscellaneous debris were noted in the northeastern portion of the site..s ; • - leilghton' Geotechnical Due -Diligence ReviewlUpdate May 21, 2013 Griffin Ranch — Tract No. 32879, La Quinta, CA Proiect No 10343 001 The majority of the streets are constructed and paved, including curbs and underground utilities. However, as indicated above, the streets in the northeast portion of the site are presently unpaved. Sever thermal cracking was noted in most streets with cracks ranging from % of an inch to as wide as 1,5 inches. 3'd Party Review of Provided Geotechnical Report: r Our comments below are based on review of'a p�ovided'geotechnical report by Sladden dated August 17, 2004 (Report): M The Report states that "the soils underlying the site consist primarily of fine- ' grained silty sands with scattered generally sandy clayey silt layers" with very low expansion potential. However, in borings B-5 and B-9, sandy/silty clay deposits (CL) extend to a depth of 10 feet below original ground. The report does not include any expansion potential testing for these soils or any specific remedial grading recommendations to mitigate for expansive soils. ® The Report does not address the regional subsidence issue in this area. According to a United States Geological Society study (USGS, 2007) this site . appears to be partially located within or along the periphery of a high subsidence area that has subsided up to a foot within .a nine year period (1996-2005). In fact, the USGS study shows that this area located within northern La Quinta has subsided approximately 0.52 feet over a period of three years (2003 to 2005).. Although the Report indicates loose soils up to a depth of 5 feet, the over - excavation extended to only 3 feet below existing grade or 2 feet below the bottom of footings. In addition, we believe the "hydro -collapse" potential was not sufficiently evaluated despite the presence of relatively dry silty sand / sandy silt. CONCLUSIONS & RECOMMENDATIONS Based on our review of the referenced geotechnical documents associated with the. project and our past experience in this area,: we provide the following conclusions and recommendations: 1- ' Anticipated Remedial Grading / Corrective Measures Based on the results of our field observations, we anticipate the following: . ® Weathering of the surficial soils has resulted in soil redistribution and disturbance. Therefore, it should be anticipated that the upper 12 inches of - surface soils within the building pad and unpaved streets be scarified, moisture conditioned to near optimum moisture, and compacted to 90 percent relative compaction based on ASTM D1557. However, more extensive remedial grading may be .needed for parkway areas and some pads or portions of,: especially in -3- Leighton Geotechnical Due -Diligence ReviewlUpdate ° ` May 21, 2013 Griffin Ranch — Tract No. 32879, La Quinta, CA Proiect No 10343 001 northeastern portion ,of site pending • further field evaluations -or .verifications during construction. ; • In the absence of an as -graded report for the graded pads, further laboratory testing of the soils exposed at pad grade. may be' needed to verify very low expansion potential. • Thermal cracking in street pavement will need to be properly mitigated and sealed. The severity of some of the observed cracks may suggest that regional. subsidence may be attributing or causing this, henomenon. Additional Geotechnical Investigation In view of the above observations' and absence of an as -graded' soils report documenting the extent and compaction levels. of the engineered fill and the immediately underlying alluvium, we recommend that additional 'field evaluations be performed that may include the following:. ` Geotechnical borings to test and sample existing fill, soils and underlying alluvium. Some of the borings will be located in existing streets to measure existing pavement section and sample subgrade soil where cracking/distress has been observed. For this project, we recommend 20 to 30 shallow borings (10 -to 25 feet) to evaluate this site. Laboratory testing to include maximum density/optimum moisture content, in-situ. density and moisture, expansion index, collapse potential and R -value.. , Prepare a geotechnical update letter/report addressing above observations/ concerns and providing recommendations for continuing site development. 2010 CBC Seismic Coefficients The seismic design parameters presented in the table below were calculated utilizing a ' software program published _. by United States Geological Survey which follows the procedures stated in American Society of Civil Engineers (ASCE) Publication ASCE 7-05 and the 2010 California Building Code (CBC), Chapter 16: 21 L.eig�tqn' Geotechnical Due -Diligence ReviewlUpdate May 21, 2013 Griffin Ranch — Tract No. 32879, La Quinta, CA Proiect No 10343 001 CBC •• • Site Latitude (33.65173 N) Location . Site Longitude (-116.24389 W) Acceleration Value (g) , Site Class Definition D Mapped Spectral Response Acceleration at 0.2s Period, S.I. 1.5 Mapped Spectral Response Acceleration at 1 s Period, S, 0.6 Short Period Site Coefficient at 0.2s Period, Fa 1.0 Long Period Site Coefficient at 1s Period, F„' 1.5, " Adjusted Spectral Response Acceleration at 0.2s Period, SMS 1.5 Adjusted Spectral Response Acceleration at 1 s Period, SM, 0.9 Design Spectral Response Acceleration at 0.2s Period, SDS. 1.0 _ Design Spectral Response Acceleration at 1s Period, SD, 0.6 «g=Gravity acceleration LIMITATIONS x . This report was prepared for Lennar Homes: based on their needs, directions,' and ± requirements at the time. This report is not authorized.for use by, and is not.to be relied upon by any party except Lennar Homes, with whom Leighton contracted for the work. - Use of or. reliance on this report by any other party is at that party's risk. Unauthorized use of or reliance on this report constitutes an .agreement .to defend and indemnify,, Leighton and Associates from and against any liability which may arise *as a result of such use or reliance, regardless of any fault, negligence, -or strict liability of Leighton' and Associates. The conclusions and recommendations in this review are based in part upon data that was obtained from a limited number of observations, site visits, and provided site- specific data. Such information is by necessity incomplete. The nature of many sites is }: . such that differing geotechnical or geological subsurfaceconditions can and do occur. Therefore, the findings, conclusions and recommendations presented in this review and " previous reports can be relied upon only if Leighton has the opportunity to observe the subsurface conditions during' the recommended remedial earthwork during site preparation, continued site construction'and foundation excavations. "Only with these • observations are we able to confirm that our preliminary findings. are. representative for, the site.Leightdh " Geotechnical Due-Diligence Review/Update May 21, 2013 Griffin Ranch — Tract No. 32879, La Quinta, CA Proiect No. 10343 001 CLOSURE We appreciate the opportunity to be of service. If you'have any questions or information that would update our scope of work, please contact us at your convenience. , Respectfully submitted, •; LEIGHTON AND ASSOCIATES, INC. , 0 G' ® ` i�liRe 2841 4 QQ Na. 1921 p .t CERTIFIED ENGINEERINGGEOLOWST 41 4 Simon I. SaiidRobert F. Riha - GE 2641(Exp. 09/30/13) CEG 1921 (Exp. 02/28/14) Principal Engineer Vice President / Senior Principal Geologist Attachments: References _ ' Distribution: (1.) addressee (pdf via email) , i .e htgn ' Geotechnical Due-Diligence Review/Update y May 21, 2013 Griffin Ranch — Tract No. 32879, La Quinta, CA Proiect No. 10343.001 ' References' ASCE/SEI, 2010, Standard 7-05, ' Minimum Design Loads for Buildings and Other Structures by Structural Engineering Institute. ' i California Building Code, 2010, California Code of Regulations Title 24, Part 2, Volume 2of2. Sladden Engineering, 2004, Geotechnical Investigation Report, Proposed Griffin Ranch Residential Development, SEC Avenue 54 and Madison Street, La Quinta, y. California, August 17. Sladden Engineering, 2007, Geotechnical Update, Griffin Ranch —Tract 32879, SEC Avenue,54 and Madison Street; La Quinta; California, December 10. , Sladden Engineering, 2012, Geotechnical Update, Griffin Ranch. —, Tract 32879, Remaining Lots, SEC Avenue 54 and Madison Street, La Quinta, California, March 29. United States Geologic Survey, 2001, Detection and Measurement of Land Subsidence ,. Using Ground Penetrating Radar and Interferometric Synthetic Aperture Radar, Coachella Valley, California, 1996-1998. United States Geologic Survey, 2002, Detection- and Measurement of Land Subsidence J Using Ground Penetrating Radar and Interferometric Synthetic Aperture Radar; Coachella Valley, California, 1998-2000. United States Geologic Survey, 2007, Detection and Measurement of Land Subsidence } Using Global Positioning System Surveying and Interferometric Synthetic ApertureRadar, Coachella, Valley, California, ` 1996-2005, Scientific Investigation Report 2007-5251 mo i"d LeigViton, Sladden Engineering 77-725 Enfield Lane, Suite 100, Patin Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 6782 Stanton Ave.. Suite A. Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 December 10, 2007 : Project No. 544-4402 - 07-12-847 Trans West Housing, Inc. 47-120 Dune Palms Road,'Suite C La Quinta, California 92253 RE CEIVED Attn: Ms. Marty Butler Project: Griffin Ranch — Tract 32879 ,JUN 1 9 2014 SEC Avenue 54 and Madison Street La Quinta, California CITY OF LA QUINTA COMMUNITY DEVELOPMENT Subject: Geotechnical Update Ref: Geotechnical Investigation 'Report prepared by Sladden Engineering dated August 17, 2004, Project No. 544-4402, Report No. 04-08-571 Geotechnical Update prepared by Sladden Engineering dated December 2, 2005, Project No. 544-4402, Report No, 05-11-1133 As requested, we have reviewed the above referenced Geotechnical investigation report as. it relates to the design and construction of the proposed residential "development. The project site is identified as Tract 32879 and is located in the City of La Quinta, California. 'Itis our understanding that the proposed residences will be relatively lightweight wood -frame structures supported by conventional shallow spread footings and concrete slabs on grade. The lots are presently being graded during the rough grading of the Griffin Ranch project site, The rough grading includes overexcavation of the native Surface soils along with the placement of engineered fill material to construct the building pads. The referenced reports include recommendations pertaining to the construction of ' residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced geotechnical report remain applicable for the design and construction of the proposed residential structure foundations. Because the majority of the lots have been previous rough graded, the remedial grading required at this time should be .minimal. The building areas .should be cleared of surface vegetation,. scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is `attained prior to fill placement: Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. ' December 10, 2007 -2- Project No. 544-4402 07-12-847 Allowable Bearing Pressures: The allowable bearing pressures 'recommended in the Geotechnical bivestigation report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing a allowable bearing pressures of 1500 and 1.800 psf, respectively. Allowable increases of 300 psf for each additional 1-foot of width and 300 psf " for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading: The bearing soils are non-expansive and fall within .the "very low' expansion category in accordance with Uniform Building Code (UBC) classification Criteria: Pertinent 1997 UB_ C and 2001 CBC Seismic Design parameters are summarized on the attached data sheet. If you have questions regarding this letter or the referenced report, please contact the i undersigned. . • r . . Respectfully submitted, - SLADDEN ENGI NG Q�pPESSIpb �. t ' ANpFgs�F2 Brett L. Anderson cr,9.84.2008 �' _ Principal Engineer >rr Exp ' a f 00�' F Copies: 4/Trans West Housing, Inc. * •. art . ' ' ' : • S&dden Engineering December 10, 2007 -3- Project No. 544-4402 _ 07-12.847 T 1997 UNIFORM BUILDING CODE INFORMATION . The International Conference of Building Officials '1997 and 2001 CBC California Building Code Uniform Building Code contain substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained'in the code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect~the site, based upon proximity to significant faults .capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. t Approximate Distance Fault Type Fault Zone From Site (1997 UBC) San Andreas 9.8 km A San Jacinto 26 km A. A Based. on our field observations and understanding of local geologic conditions, the soil profile . type judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table' presents additional coefficients and factors relevant to seismic mitigation for construction based upon the 2001 CBC. , Near -Source Near -Source . Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, N, Factor, Nv C, C San Andreas 1.01 - 1.22 0.44 N. 0.64 N� San Jacinto 1.0 1.0 0.44 N. 0.64 N,,, W December 10, 2007 4- Project No. 544-4402 07-12-847 Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The site is located within UBC Seismic Zone 4, The following presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 2006 code. The seismic design category for a structure may be determined in accordance with Section 1613 of the. 2006 IBC or ASCET According to the 2006 IBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than'h second. This assumption should be verified by the project structural engineer. The 2006 IBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5):1.1 Site Class (Table 1613.5.5): D Ss (Figure 1613.5(3)):1.50g 51 (Figure 1613.5(4)):0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2));1.5 Sms (Equation 16-37 IFa X Sst): 1.50g Sm1(Equation 16-38 (Fv X S11): 0.90g SDs (Equation 16-39 (2/3 X Sms)):1.00g $D1 (Equation 16-40 12/3 X 5mi)): 0.608 Seismic Design Category based on SDS (Table 1613.5.6(1)): D , Seismic Design Category based on SD1 (Table 1613.5.6(2)): D Sladden Engineering BUILDING ENERGY ANALYSIS REPORT PROJECT: Griffin Ranch Pool Restroom Building • :` 81-180 Mery Griffin Way La Quinta, CA x Project Designer: -' The McKinley Associates .1818 First Avenue San Diego,- CA 92101 Report Prepared by: Dave Celmer,'P.E., EquitySpec Consulting Engineers, Inc. 42600 Caroline Court, Suite 102 Palm Desert, CA 92211 = 760 834 1537 � Job Number: 13001 add.1 !, R p'1 2014 C/ry PP �ZN�A Date: BSI Op Q T CIT`( �r(� vE��PMEN & c'F Qup��. C� M�NZ 3/20/2014 P®R Co ' o vsr) � Tc �0�_r �sfTfnThe EnergyPro computer program has been used to perform the calculations summarizet plian report.This�program has approval and is authorized by the California Energy Commission for use with both the Residential'and � Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energys ft-co j EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 201403-20713:28:26 1 � 30 addle/ TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatory Measures Form LTG -MM Lighting Mandatory Measures Form MECH-MM Mechanical Mandatory Measures EnergyPro 5.1 by EnergySoft Job Number. ID: 13001 addl User Number: 4582 A c 1 2 3 22 23 24 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 C Project Name Date Griffin Ranch Pool Restroom Building 3/20/2014 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 81-180 Mery Griffin Way La Quinta CA Climate Zone 15 340 n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Relocatable - indicate ❑ specific climate zone ❑ all climates Phase of Construction: ® New Construction ❑ Addition ❑ Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and com I e. Documentation Author Name Dave Ceimer, P.E. Signature J-7e�/ —, Company EquitySpec Consulting Engineers, Inc. Date 3/20/2014 Address 42600 Caroline Court, Suite 102 Phone 760 834 1537 City/State/Zip palm Desert, CA 92211 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section ❑ ❑ ❑ 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ❑ ❑ ❑ because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name K rk McKinley Signature rN Company The McKinley Associates Date Address 1818 First Avenue License # a City/State/Zip San Diego, CA 92101 5pne Principal Mechanical Designer Name Dave Ceimer, PE, Signature Company EquitySpec Date —20 Address 42600 Caroline Court, Suite 102 License # City/State/Zip palm Desert CA 92211 Phone 760 834-P537 Principal Lighting Designer Name Dave Celmer, MIES signature CompanyEquitySpec Date �.. i Address 42600 Caroline Court, Suite 102 �(�� M\ }�' License_ � 2 76 City/State/Zip palm Desert, CA 92211 'VQ Phone p _ (Z60 83¢1537__ INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS check box if i4otksheets aie�includeii V 1A •m ENV -1C Certificate of Compliance. Required on plans. m MECH-1C Wiificatoyof' ComplianYce Required on•plan`s. m LTG -1 C Certificate of Compliance. Required on plans. m MECH�C Air/Water Side%Servy Hot-water 8 Pool pRequirements. m LTG -2C Lighting Controls Credit Worksheet. m ME,CH—H--3CF Mechanical Ventilation�arldfReheat. / ❑ LTG -3C Indoor Lighting Power Allowance. m MECH-5G� Mechanical Equipment Details. // Energ Pro 5.1 by Energ Soft User Number: 4582 RunCode: 2014-03-20T13.28>26 -- IlDr 13001 add 1 Page 3 of 24 \J QS PERFORMANCE CERTIFICATE OF COMPLIANCE Project Name Griffin Ranch Pool Restroom Building ANNUAL TDV ENERGY USE SUMMARY (kBtu/sgft- r) Standard Proposed Compliance Energy Component Design Design Margin Space Heating Space Cooling -Indoor Fans - - - Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process - Process Lighting TOTALS 31.26 14.02 17.24 241.36 215.76 25.60 115.03 119.52 -4.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.98 43.24 -1.26 - 12.82 12.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 442.45 405.36 37.09 Part 2 of 3 Heating Cooling Fans Heat Rej Pumps DHW Lighting Receptacle Process Process Ltg Percent better than Standard 8.4% 8.4 % excluding process) BUILDING COMPLIES f 6 PERF -1 C Date 3/20/2014 GENERAL INFORMATION Building Orientation (N) 0 deg Conditioned Floor Area 340 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 1 Conditioned Footprint Area 340 sqft. Number of Zones 1 Natural Gas Available On Site Yes Front Elevation Left Elevation _ _ _ _:1.7-- " Rea -- Rear Elevation Right Elevation Total Roof Orientation Gross Area (N) 189 (E) 162 (S) .189 (K9 162 702 340 sqft. sqft. sqft. sqft. sqft. sqft. Glazino Area 0 4 0 4 8 0 sgft. sqft. sqft. sqft. sqft. sqft. r,ba7inn Rntin 0.0 2.5 0.0% 2.5% 1.1 0.0 Standard Proposed Prescriptive Values for Prescriptive Lighting Power Density 0.600 W/sqft. 0.618 W/sqft. Comparison only. See Prescriptive Envelope TDV Energy 16,540 20,026 LTG -1 C for allowed LPD. Remarks: Ene VPro 5.1 b Ene Soft User Number: 4582 RunCode: 2014-03-20713:28:26 ID: 13001 add 1 Page 4 of 24 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 C Project Name` Griffin Ranch Pool Restroom Building Date 3/20/2014 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type s ft. /sf " /Sf 2 W/Sf a /Sf ° /sf HP-1+FC-2-1 and FC-2-2- Restrooms Corridor/Restroom/Support 340 0.824 0.206 Notes: 1. See LTG-1C 2. See LTG-2C 3. See LTG-3C 4. See LTG-4C Items above require special documentation items marked with asterisk, see LTG-1 -C b others b others 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 appiFoach.•The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the . special justification and documentation submitted. ,�• if ,t. •i A The exceptional features listed in this performance approach application have specifically'beein•teviewed.Ad'egwate'written justification and documentation for their use have been provided by the applicant. j hQ , b"'�j Authorized Signature or Stamp `/ EONS%f�UC�® DATE EnergyPro 5.1 by EnergySoft User Number: 4582 RunCode: 2014-03=201.13:28?26-�-JID: 13001 addl Page 5 of 24 \l CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENVA C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Pool Restroom Building Date 1 3/20/2014 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 340 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space z 8000 ft2 (If checked include the ENV -4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: IN, E, S, W or in Degrees: 0 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType a o (0" dc ui Oz i :5 4) >;V c) oc tr ac w B- Kw a ° I > c cLf x0 44 c oc 0 aHw M =a 1 Slab 340 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 2 Roof 340 (N) 0.025 R-38 4.2.1-A21 New ❑ ❑ 3 Wall 147 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 4 Door 21 (N) 0.500 None 4.5.1-A4 New ❑ ❑ 5 Door 21 (N) 0.500 Nonel 4.5.1-A4 New ❑ ❑ 6 Wall 189 (S) 0.069 R-21 1 14.3.1-A6 New ❑ 1 ❑ 7 Wall 158 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 8 Wall 158 (VV) 0.069 R-21 4.3.1-A6 New ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type y v a 4Q (a C c W O Z ..; �� m LL 2> V ` LL 00 > 0)2¢ Z ci rV. = 0 cn rn '� > O O N y V rn y a LL 1 Window 4 (E) 0.600 NFRC 0.6001 NFRC ❑ New ❑ ❑ 2 Window 4 (M 0.600 NFRC 0.600 NFRC ❑ New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnefgySoft User Number. 4582 RunCode: 201403-20713:28:26 ID: 13001 add l Page 6 of 24 CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 ROOFING PRODUCT COOL ROOFS (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fall' N/A ❑ Roofing compliance not required in Climate Zones 1 andl6 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance no required in Climate Zone 1 with a Steep -Sloped with less than 5 Ib/ft2. Greater than 2:12 pitch. ❑ ❑ ❑ ❑ Low -sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a LI -factor of 0.039 or lower. See 0 a ue Surface Details roof assembl , Column H of ENV -2C. ❑ ❑ ❑ ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a LI -factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV -2C. ❑ ❑ ❑ roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are E3 exempted. ted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at www.ener .c oy itle24/ El ❑ 11exem constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft are exempt from 13 the Cool Roof criteria below. 13 13 E3the ❑ High-rise residential buildings and hotels and motels with low -sloped roofs in Climate Zones 1 through 9, 12 and 16 are ted from the low -sloped roofingcriteria. 13 13 13exem 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope s 2:12 > 2:12 Product Weight < 51b/ft2 a 51b/ft2 Product Type' Aged Solar Reflectance Thermal Emmitance SR 15 Pass Faile ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ 13 11 ❑ 4 ❑ 131. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.cooIroofs-ocq/products/Search.i)hp 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p;Nna, — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. — 5. The SRI value needs to be calculated from a spreadsheet calculator at http://www•eneray.ca.gov/title24/_ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other Discrepancies: L4 A � � U � S,4 OATS Ene Pro 5.1 by EnergySoft User Number. 4582 Run Code: 2014-03-20T13:28:26iID: 1'300-i_addi Pa e 7 of 24 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV -1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV -2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV -2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV -2A Test Performed By: Fenestration Products Name or ID Area of like Building Envelope Requiring Testing or Verification Products Acceptance Test Fixed window 8 m 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 _. ❑ EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2014-03-20713:28:26 ID: 13001 add1 Page 8 of 24 �r : CERTIFICATE• OF'COMPL'IANCE '___ . • - "-� _. •��; i:�IjPart 1.of 3) �;LTG-1C Project Name +,r - Dates � Griffin Ranch Pool Restroom Building 3120120141 INDOOR LIGHTING SCHEDULE and.FIELD INSPECTION ENERGY, CHECKLIST Installation Certificate LTG -1- INST Retain a copy and verify form is completed and signed.) ' • Field Inspector '' '❑ # Certificate of Acce tance, LTG -2A and LTG -3A (Retain a copy and verify form is completed and signed.)' Field Inspector ❑ ..4 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting'Power listed on "' ' '" 1 this Lighting Schedule is onl- for: ' ' ' •-,__, .. ",� �,- t' •..-: 1 { ® CONDITIONED SPACE ❑ . - UNCONDITIONED SPACE. * M.:.. + ® The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance t with §146(a): Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the _ I la • calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below.' Luminaire (Type, Lam s, Ballasts •Installed Watts ' ` _ a How wattage Was determined _ ield; Ins ector?,A A None or. + ' E CEC i Item Complete Luminaire Descnption'. - ' - (i.e, 3 lamp fluorescent troffer, - - ; •' z `° Default o w� From . _8 0 � > > . co N ° ,v m Ta P32T8, one dimmable electronic ballasts J NA8 Q ~ Z +moi A -AE _ A+AE Recessed CFL downlight 6" 28W•' 28.0 ❑ ❑ 10 280 ❑ 0 11 0 _ ❑ ❑ ❑ 11- - . y ❑ ❑ - - ❑ ❑ :❑a - - ❑ ❑ ❑0 ❑ - ❑ ❑ o' ❑ -❑ 1310❑ ' I ,U/Onstalled Watts Pa eJotal:, X280 fffl� - --Instal V led W�atts,Bui ding Total f 1A , < a Building total number of pages . �" ' �1`�> << Sum,of all es_ -'A _a 1 Eniter4nto)LT,G�1�C Pa'�e 4 of 4' p80' t 1- _ .::'r�fNall 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be/riting-of light fixture, not rating of bu ll /v 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action -to -correct. Verify building plans if necess ry. _ice_ • - B V s EnergyPro 5.1 by Ener Soft User Number- 4582 ' . Run Code: 2014-03-20T13:28:26 '10..1,3001 add / Page 9 of 24. CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name Grin Ranch Pool Restroom Building Date 1 3/20/2014 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft2, automatic daylighting controls for daylit areas > 2,500 ft2, d) shut-off controls, e) display lighting controls, f) tailored lighting controls — general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft2, in accordance with Section 131. MANDATORY LIGHTING CONTROLS — FIELD INSPECTION ENERGY CHECKLIST Field Inspector Number Special Type/ Description of Units Location in Building Features ,Pass Fail ❑ ❑ ❑ ❑ ❑ ❑ ❑ p ❑ ❑ ❑_ 13 ❑ 1 '❑ ❑ ❑ 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ '_❑. ❑ ❑ ❑ ❑ ❑ r ❑;. ❑ ❑ - ❑ ❑ ❑ ❑ ❑. ❑ ❑ ❑ ❑ a ❑ ❑ ❑ o. ❑ :a ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG-1C 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. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: IEner9tPro5.1byEnergySoft . User Number., 4582 RunCode: 201403-20713:28:26 ID: 13001 add1 Pae 10 of 24 CERTIFICATE OF COMPLIANCE Part 3 of 3 LTG -IC Project Name Date Griffin Ranch Pool Restroom Building 3/20/2014 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 280 Installed Lighting 0 from Conditioned LTG -1C, Page 2 from Unconditioned LTG -1C, Page 2 Lighting Control Credit 70 Lighting Control Credit Conditioned Spaces from LTG -2C Unconditioned Spaces from LTG -2C 0 Adjusted Installed - 210 Adjusted Installed = 0 Lighting Power Lighting Power Complies if Installed 5 Allowed Complies if Installed 5 Allowed Allowed Lighting Power 210 Allowed Lighting Power Conditioned Spaces from LTG -3C or PERF -1 Unconditioned Spaces from LTG -3C 0 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A and LTG -3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG -2A and LTG -3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the. requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG -2A and LTG -3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG -2A and LTG -3A Controls and Sensors and Number of Automatic Luminaires Daylighting Controls Equipment Re uirin Testing Description controlled Location Acceptance Occ Sensor - Hallway A+AE Recessed CFL downlight 6" 28V 10 Restrooms m r ❑ C ❑ rA13l E �T y r ❑ (;oN n'vtf') - / ❑ EnergyPro 5.1 by EnergySoh User Number: 4582 RunCode: 2014-03-20,1T,13-28-26 /D: 130 f "aUd1 / r� , 1 Page 11 of 24 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 Project Address 81-180 Mery Griffin Way La Quinta Climate Zone 15 Total Cond. Floor Area 340 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDVEner11 Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 0 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC -1 RTU -1 HP -1 DHW Heater ❑ ❑ Equipment T e3: Electric Res DHW Boiler ❑ ❑ Number of Systems 2 ❑ ❑ Max Allowed Heating Capacity' 17,280 Btu/hr ❑ ❑ Minimum Heating Efficiency' 0.99 EF ❑ ❑ Max Allowed Cooling Capacity' n/a ❑ ❑ Cooling Efficiency' n/a ❑ ❑ Duct Location/ R -Value n/a ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS n/a ❑ ❑ Economizer n/a ❑ ❑ Thermostat n/a ❑ ❑ Fan Control n/a ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 HP-1+FC-2-1 and FC -2-2 ❑ ❑ Equipment T e3: Split DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 29,800 Btu/hr ❑ ❑ Minimum Heating Efficiency' 10.50 HSPF ❑ ❑ Max Allowed Cooling Capacity' 24,800 Btu/hr ❑ ❑ Cooling Efficiency' 13.0 SEER / 11.4 EER ❑ ❑ Duct Location/ R -Value n/a ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS No ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5. 1 by Ener Soft User Number: 4582 RunCode: 2014-03-20T13:28:26 ID: 13001 add1 Pae 12 of 24 CERTIFICATE OF COMPLIANCE'and FIELD INSPECTION ENERGY CHECKLIST (part 2.of-4) .j.:,..' MECH=IC. J - s Project Name. Griffin Ranch Pool Restroom Building Date ; .•• " 312012014 Discrepancies: r T I, BUILDIr6r-p t-�' QUINTA I �oHr TY DEP RUCTI DATA 1 EnergyPro 5.1 by Ene Soft User Number., 4582 . ' RunCode: 2014-03-20T.1,3:28:26—SID=130.01:�gdd1 Pa" a 13 of 24 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Date Griffin Ranch Pool Restroom Building 3/20/2014 -Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked -off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title -24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume & Air Control Supply Valve Water Variable Demand For Single -Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Equipment Re uirin Testing or Verification Qty. VAV & CAV Unitary Ducts Controls DCV VAV Test Reset Control Control Panasonic U-26PE1 U6 1 ® ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnerqySoft User Number: 4582 RunCode: 201403-20713:28:26 /D: 13001 add l Pae 14 of 24 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1C Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Re uirin Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By: Panasonic U-26PE1 U6 1 . ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ---�.._,- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m T C)f ❑ ❑ ❑ ❑ C? .� ❑ ❑ ❑ ❑ dw� ❑ ❑ ❑ ❑ :d u > ❑ ❑ ❑ ❑ C7 I77 ❑ . ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnergySoft User Number 4582 RunCode: 2014-03-20T13:28:26 ID: 13001 addl Pae 15 of 24 LIGHTING CONTROLS CREDIT WORKSHEET Part 1 of 2 LTG -2C Project Name Griffin Ranch Pool Restroom Building Date 1 3/20/2014 POWER ADJUSTMENT FACTORS (PAF) FOR NON -DAYLIGHT CONTROLS A Separate PAF Worksheet Must Be Filled Out for Conditioned and Unconditioned Spaces. Control Credits listed on this schedule are only for: m CONDITIONED SPACES ❑ UNCONDITIONED SPACES A B C D E F G Watts of Power Room # Zone ID Plan Room Area Control Adjustments Areas Lighting Control Description' Reference(ft) Lighting Factor' Control Credit Watts E x F Restrooms Occ Sensor - Hallway A+AE 340 280 0.25 70 PAGE TOTAL 70 Note: Conditioned and Unconditioned Building total of non -daylight control credit watts for all pages of LTG -2C Page 1 of 2 Enter building total of all daylight controls credit watts from LTG -2C Page 2 of 2 0 Space shall be separately totaled BUILDING TOTAL OF ALL CONTROL CREDIT WATTS (FOR BOTH NON -DAYLIGHT AND DAYLIGHT CONTROL CREDITS) 70 Enter in LTG -1 C; Page 4: Lighting Control Credit as appropriate for CONDITIONED or UNCONDITIONED Spaces 1. Description shall be consistent with Type of Control defined in Table 146-C 2. Power Adjustment Factor taken from Table 146-C EnergyPro6lbyEnergySoft User Number. 4582 RunCode: 201403-20T13:28:26 /D: 13001 add 1 Pae 16 of 24 AIR SYSTEM REQUIREMENTS e Part 1 of 2 - MECH-2C Project Name _ _ _ . _ ,. Date - Griffin Ranch Pool Restroom Building 3/20/2014 Indicate Air Systems Type Central, Single Zone, Packa e, VAV or etc:'.` Item or System Tags - :� �,��- fi--- , i.e. AC -1, RTU -1 HP -1 ��;,��, HP-1+FC-2-1 and FC -2-2 - " Number of Systems Indicate Paile Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112 a 10.50 HSPF Cooling Equipment Efficiency 112(a) 13.0 SEER/ 11.4 EER HVAC Heat Pump Thermostat 112(b),112(c) Yes Furnace Controls/Thermostat 112(c), 115(a) n/a Natural Ventilation 121 b No - Mechanical Ventilation 121 b 400 cfm VAV Minimum Position Control 121 c No Demand Control Ventilation 121 c No Time Control 122(e) Programmable Switch Setback and Setup Control .122(e) Setback Required Outdoor Damper Control 122(f),Auto Isolation Zones 122 n/a Pipe Insulation 123 Duct Location/ R -value 124 n/a _ PRESCRIPTIVE MEASURES -- - Calculated Design Heating Load 144(a & b n/a Proposed Heating Capacity 144(a & b 10,257,612 Btu/hr Calculated Design Cooling Load 144(a & b n/a Proposed Cooling Capacity 144(a & b 24,610 Btu/hr Fan Control 144(c) Constant Volume DP Sensor Location 144(c) . Supply Pressure Reset.(DDC only) 144(c) Yes Simultaneous Heat/Cool 144(d) No Economizer 144(e) No Economizer Heat Air Supply Reset 144 Constant Temp Cool Air Supply Reset 144 Constant Temp Electric Resistance Heating' 144 Air Cooled Chiller Limitation 1 44 i Duct Leakage Sealing. If Yes, a No � I MECH-4. A must be submitted .144(k) T y O F p. A n 111 PITATO BUILDING & SAFETY DEPT. :PiPQ1 �� 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat -for heat:pumj s. If elect is heat is used explain which exception(s) to §144(g) apply. r-�I•i CONSTRUCTION •r Ener Pro 5.1 by Ener Soft User Number." 4582 . RunCode: 201403=20713:28:26 /D; 13001 addl Pae 17 of 24 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2C Project Name Date Griffin Ranch Pool Restroom Building 1 3/20/2014 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops Item or System Tags (i.e. AC -1, RTU -1, HP -1)' Number of Systems Indicate Page Reference on Plans or Specification MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) Pipe Insulation 1 123 PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b Cooling Tower Flow Controls 144(h) Variable Flow System Design 144(h) Chiller and Boiler Isolation 144 CHW and HHW Reset Controls 144 WLHP Isolation Valves 144 VSD on CHW, CW & WLHP Pumps>5HP 144 DP Sensor Location 1 144 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water, Pool Heating Item or System Tags DHWHeater (i.e. WH -1, WHIP, DHW, etc...)' Number of Systems 2 Indicate Page Reference on Plans or Schedule MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113(a) Steibe/ E/tron DHC -8 Water Heater Efficiency 113(b) 0.99 EF Service Water Heating Installation 113(c) Controls Req. Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) n/a Pool and Spa Installation 114(b) rVa Pool Heater — No Pilot Light 115(c) rVa Spa Heater — No Pilot Light 115(d) n/a Pipe Insulation - 123 n/a 1. The Proposed equipment needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EnergyPro 5.1 by EnergySoft User Number: 4582 RunCode: 2014-03-20713:28:26 ID: 13001 addl Pae 18 of 24 i MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 F MECHANICAL VENTILATION 121 b 2 REHEAT LIMITATION 144 d i AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N Zone/System Condition Area (fe) CFM per ft, Min CFM By. Area B X C Number Of People CFM per Person Min CFM by Occupant E X F REQ'D V.A. Max of D or G Design Ventilation Air CFM 50% of Design Zone Supply I CFM B X 0.4 CFM / ft2 Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer 1 Air Restrooms 340 0.15 51 1 51 400 HP -1 +FC -2-1 and FC -2-2 Total 51 400 D- r,l J \O% -U-0 1 Totals Column I Total Design Ventilation Air Z-TJg� C V: � - ri) p7 —j J Minimum ventilation rateper Section 121, Table 121-A. e` Based q fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes fors aces without fixed seating. H n R r` I Re wired ;Ventilation Air REQ'D V.A. is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS Column D or G). MMust=be greater than orequal to H, or use Transfer Air column N to make up the difference. J u .si'7fan supply CFM Fan CFM x 50%; or the design zone outdoor airflow rate per § 121. - K and ionIarea (ft2) x 0.4 CFM / fe; or Lam_—MdRift um of Columns H, J, K, or 300 CFM M This must be less than orequal to Column L and greater than or equal to the sum of Columns H plus N. - - = - N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air Column H and the Design Minimum Air Column M), Column H minus M. EnergyPro5.1 by EnergySoft User.Number. 4582 RunCode: 1014-03-20713:28:26 /0: 13001 add1 Page -19, of 24 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5C Project Name Griffin Ranch Pool Restroom Building Date 3/20/2014 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Clty. Efficiency Tons Pump Cfty. GPM BHP Control DHW / BOILER SUMMARY System Name Type Vol. Distribution of . Rated Input (Gals). Energy Factor Standby Loss Tank Ext. or RE or Pilot R -Value Status Steibel Eltron DHC -8 Instant Elec Kitchen Pipe Ins 2 17,280 0 0.99 n/a n/a New MULTI -FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length ft Control of . HP Type In Plenum Outside I Buried Add 1/2" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Eff iciency Output Elf iciency Status Panasonic U-26PE1 U6 Split DX 1 29,800 3,000.0 10.50 HSPF 24,800 13.0 SEER/ 11.4 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP Panasonic U-26PE1 U6 Constant Volume No Economizer 600 0.06 none EnergyPro 5.1 by EnergySoft User Number. 4582 RunCode: 2014-03-20713:28:26 ID: 13001 addl Page 20 of 24 MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5C Project Name Griffin Ranch Pool Restroom Building Date [ 3/20/2014 •J ZONE SYSTEM SUMMARY SYSTEM VAV Fan Min CFM Zone Name System Name Type Ot . HeatingCoolingRatio Reheat Coil CFM BHP N MU O w 0 Outside Air ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D LU ❑ ❑ ❑ ❑ II n,n01 Cl ❑ -t; po 01 ❑ EX AUST!'FAN S:UMMARY dEXHAUST AN L � j kJ 0 EXHAUST FAN EXHAUST FAN Room Nam_, Oty. CFM BHP Room Name Ot . CFM BHP Room Name City. CFM BHP R mi voms y 2.0 200 0.10 L } EnergyPro 5.1 by EnergySoft User Number.' 4582 RunCode: 2014-03-20T13:28:26 /D: 13001 addl Page 21 of -24 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name Date Griffin Ranch Pool Restroom Building 3/20/2014 DESCRIPTION ' ~ " Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising, walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. §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. Manufactured fenestration products and exterior -doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116(a) 1: window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.z of door area for nonresidential single doors (swinging and sliding),and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §116(a) 2: Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §116(a) 3: ' Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §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). EnerqyPro 5.1 by Ener Soft User Number.' 4582 RunCode: 2014-03-20T13:28:26 ID: 13001 add 1 Page 22 of 24 #. :• 1 LIGHTING MANDATORTMEASURES`NONRESIDENTIAL y.�Y '" ' LTG -MM Project Name - Date Griffin Ranch Pool Restroom Building3/20/20�1A Indoor Li htin 'Measures: §131(d): . Shut-off Controls ' For every floor,.all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting; 1. This automatic control shall meet the requirements of Section. 119 and may be an occupancy sensor, automatic time switch or other device capable of automatically shutting off the lighting. - 2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. §119(h): Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. §111: Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. §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. Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts §131(b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for §131(c): the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. §131(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets with permanently installed ballasts §132(a): All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens per Waft or are controlled by a motion sensor. §132(b): All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)l : All permanently installed outdoor lighting meets the control requirements listed. §132(c): Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements listed. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE _ v EnergyPro 5.1 by Ener Soft User Number. 4582, RunCode:_2.0.140_3_2OJJ-3; 18:26 ID: 13001 addl . Page 23 of 24 . h L MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date Griffin Ranch Pool Restroom Building 3/20/2014 Equipment and System 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. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1 A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1 B.' An occupancy sensor to control the operating period of the system; or 1 C. A 4 -hour timer that can be manually operated to control the operating period of the system. 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. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(8)' 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(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(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 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 §122(a&b): 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. 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. 22 f §1 ()' 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. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121(f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building ors ace shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 1100F. 2 Circulating service water -heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5. 1 by EnergySoft User Number: 4582 RunCode: 201403-20T13:28:26 ID: 13001 addl Page 24 of 24