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RC (12-0919)58830 Marbella 12-0919 Dlll H i 9 .City of La Quinta Building 8t Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico o0ol 7VRALa Quinta, CA 92253 - (760) 777-7012 ' Building Permit Application and Tracking Sheer X Project Address: Sq 3 ,p A,tii3 L — Ee e: I , _ fD.rs A. P. Number: I, Legal Description: ' G -Contractor: 1 . 40 ► i i 'j Address. aI ption: Citi; ST, Zip: l O r / Z. L q- %71 -4 0 Telephone -7 1 d 1 1 a 1 I State Lic. # : City Lic. #:::«>.: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction st ruct• t on Type: e. Occupancy: y - anc • State Li Project 0 t e (circle Jec typ ( cle one): New Add'n Alter Repair Demo Name of Contact Person:d QdJ e 1 4,Sq. Ft.: # Stories:#Units: Telephone # of Contact Person: -7(o o ^ ` 7 Z 7 Estimated Value of Project: a p p C o p APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets 3 Plan Check submitted Item Amount Structural Calcs. Reviewed, rea forr ectiontPlan Check Deposit Truss Calcs. Called Contacson 1 -KL Plan Check Balance Title 24 Calcs. Plans 1 picked up LI Construction Flood plain plan Plans resubmitted p 7 Mechanical Grading plan , 2°" Review, ready fo correcti s/issue i % Electrical U1,ranDe tor List Called Contact Person ll( Plumbing d Plans picked up ` I l S.11t.1. proval • Plans resubmitted , t{ Grading E:- JrdReview, ready for correction issu Developer Impact Fee pproval Called Contact Person A.I.P.P. Appr Date of permit issueV% 1 s r V%I fz • * 1. ETotal Permit Fees ,. (p1 g1Jy - 8%x/ '# 8120 -21 Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMWIND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Andalusia Coral Mountain. Date: April 1, 2013 Owner's Name: Andalusia Clubhouse Phone No. 760-777-1001 Project Address: 58-830 Marbella, LaQuinta Project Description: Tennis Pro Shop remodel APN: 764-200-072 Tract #: Lot #'s: Type of Development: Residential Commercial XX+ Industrial Total Square Feet of Building Area: 477 Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of t wn developer. Dated: April 1, 2013 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. 477 Pursuant to AB 181 any room additions or enclosures of 500 Amount per Sq.Ft. $.51 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's Amount Collected $243.27 jurisdiction are exempt from developer fees. Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Laurie Howard, Secretary Signature: -.QLRA-0 J "— NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. MV:c/mydocs/devtces/certificate of compliance form updated 3-2007 11/2010 t f CV P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: Z - From: Les Johnson, Director -Planning Due Date: roZ 12" Permit #: Status: Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: Description: Address or General Location: 1 y- . Applicant Contact: / SGS '74W- 777 -/7 %4 7 The Planning Department finds that: ❑ ...these Building Plans do not require Planning Department approval. .these Building Plans are approved by the Planning Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant: When the corrections are made please return them to the Planning Department for review. , "so',ctor-Plannin /Z g Date AUG 4 C:y C; Canso Ptarn ng De a 'ment GOUVISMOMMITOMI consulting group, inc. STRUCTURAL CALCULATIONS (A.60 Unit Residential Development) -Andalusia-at-C ro ai'M,ountain . , Tenn s Sho 31681-3 La Quints, County of Riverside, CA Gouvis job No. 62670. - i 8/13/2012• City T OF UIIVTi1 BUILDING & SAF fi T a . AP.PROVES f=G CGNSTR 1 Tf®N Developer: T.D. Desert Development, Ltd. DATE -_5W Architect Pekarek-Crandell, Inc. • R'..UVEIS AU&I.14 2012 BY: 949.752.1612 ; 4400 Campus Drive' Mike Houshmand, Vice President Newport Beach, C42283 Exp.,Date 3/31/2014 -The attached calculations are valid only when bearing original or California electronic signature of Mike Houshmand, Hereon. 92660 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Mirih City, Viet a - .y GOUVISMOMMITOMI consulting group, inc. STRUCTURAL CALCULATIONS (A.60 Unit Residential Development) -Andalusia-at-C ro ai'M,ountain . , Tenn s Sho 31681-3 La Quints, County of Riverside, CA Gouvis job No. 62670. - i 8/13/2012• City T OF UIIVTi1 BUILDING & SAF fi T a . AP.PROVES f=G CGNSTR 1 Tf®N Developer: T.D. Desert Development, Ltd. DATE -_5W Architect Pekarek-Crandell, Inc. • R'..UVEIS AU&I.14 2012 BY: 949.752.1612 ; 4400 Campus Drive' Mike Houshmand, Vice President Newport Beach, C42283 Exp.,Date 3/31/2014 -The attached calculations are valid only when bearing original or California electronic signature of Mike Houshmand, Hereon. 92660 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Mirih City, Viet a - nn ineerin Job :62670-209 B-1 GOT VII g Plan : Remodel V IJ Client : T.D. Desert Development, Ltd. consulting group,lnC. Engineer: snoori Date :07/31/2012(IBC9.6) DESIGN CRITERIA: A. Code: 2010 CBC, Wind: C, 85 mph, Category: D B. Maximum 19% moisture content prior to Installation of Finish Material 4X Members: No. 2 or Better 6X, 8X Beams and Headers: No.1 or, Better 2X Joists and Rafters: No. 2 or Better Plates and Blocking: Standard Grade or Better Studs: Stud Grade or Better Mud Sills: Pressure Treated Utility Grade or Better C. N/A PRIMARY ROOF LOADING Pitch 5.0:12 K = Increase for pitch 1.08 Truss(24" O/C) x K 2.60 Plywood(7/16") x K 1.41 1/2" Gyp. Board 2.20 Conc. Tile x K 10.83 Sprinkler 1.00 Misc. (Insul.,Elect.,ETC) 4.96 Snow Load 0.00 Live Load 20.00 Dead Load 23.00 / eAnt Sp J SHEAR WALL SCHEDULE 2010 CALIFORNIA BUILDING CODE (1), (3) SILL PLATE SHEAR EDGE FIELD ALLOWABLE CONNECTION FRAMING CLIPS A35's, PANEL SHEATHING NAILING NAILING SHEARLS50's OR LTP4's 1/4"Ox6" TYPE (8) (COMMON) (COMMON) ) (PLF) 16d's (5).(6) (9) SINKER SCSDS REWS A3/8" APA rated 8 d's @ 6" O.C. 8 d's @ 12" O.C. 260 (7) @ 6" O.C. @ 16" O.C. @ 16" O.C. 220 A3/8" APA @ d' O.C. 8 d's @ 12" O.C. 380 (7) @ 4" O.C. @ 12" O.C. @ 12" O.C. (4) (2)rated 320 A3/8" APA 8 d's 8 d's 490 (7) (10) (C. (10) (4) (2) rated @ 3" O.C. @ 12" O.C. 410 @ 3" O.C. @ 8" O.C. @ 8" O.C. 4 3/8" APA 8 d's 8 d's 640 (7) (10) (10) (10) (4) (2) rated @ 2" O.C. @ 12" O.C. 530 @ 2" O.C. @ 6' O.C. @ 8" O.C. 15/32" APA2 10 d's 10 d's ROWS) (10) (10) 4 ( ) (2) rated Structural I _ @ 2" O.C. ° 12" O.C. 870 STAGG. @ 5' O.C. @ 6" O.C. @ 3" O.C. (1) SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. (2) PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. (3) STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. (4) PERIODIC SPECIAL INSPECTION IS REQUIRED. (5) USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.). (6) USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS. (7) . ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. (8) SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. (9) NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. (10) FOR DOUBLE SIDED SHEAR WALL PANELS: a. USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE A3 . b. USE ONLY 1/4" Ox6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES A4 &A. c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND SPACING, FOR TYPES A A &A. GOUVIS engineering Job Plan : Remodel el B- :Remo Client . T.D. Desert Development, Ltd. consulting group,inc. Engineer: snoori Date :07/31/2012(IBC9.6) Beam ID: 1(Drop) Header @ Front of the Tennis Shop 2010 CBC Loads (Downward +) Beam Weight 25.0 PLF from 0'to 10.50' 10.50' Primary Roof 1032 PLF=48.0'x(23+20)2 @ 0.00'to 10.50' Exterior Wall 75 PLF= 5.0'x15.0 @ 0.00'to 10.50' 5331 Reactions(DL+LL/Max. Load Combination) Down 5693/5693 5693/5693 U p 0/0 0/0 Use DFL N01 6 x 12(Fb=1350 Fv=170) w/Left:2-2x6 trim./stud Right:2-2x6 trim./stud Shear Diagram:DL+RF L Critical Shear =5331 LB @ 0.33' 1.5xShearl(FvxA)=0.595 14943 Fv=213 A= 63.25 Critical Moment =14943 LBxFT @ 5.25' Ratio=0.889 Fb= 1664 S= 121.23 Critical Deflection =-0.266 Inch @ 5.25' L/240=0.525 Moment Diagram:DL + RF—L -0.266 Deflection Diagram:DL+LL GOUVIS enginflering Job 62670-209 SW -1 Plan Remodel consulting group,lnc. Client T.D. Desert Development, Ltd. Engineer: snoori Date :07/31/2012(IBC9.6) 2010 CBC(Cat. D) Flexible Diaphragm Wind: 6400 Seismic:11740 1 @Front of Tennis Shop 1ST Floor 1 -Pour Exterior Wall(X Dir.) Wind 6400 Seismic 11740=11740+ 0 rJ T 13.0 13.5 • Strap(E) T HD Total Wall Length = 13.50(FT) Total Panel Length = 13.50(FT) Shear Diaphragm = 11740/ 13.50 = 870(PLF) P = 1.00 Use (28 A35) or (20 LS50) Along Line of Shear Panel or for Framing Clips Spacing See S. W. Schedule Design Wall Shear(S) =11740/13.50= 870(PLF)(Flexible ) Max. Drag= 0(LB) Use TYPE 5 Max. Panel Deflection: AM = (4.0/1.0) x As x 1.4 = 2.118" <= 0.02 x 156.0 = 3.120" Dead Loads: Wall 195.0= 15 ' 13.0' OVERTU3N ANALYSIS UPLIFT(T) DOWN(C) ** Panel AU Left Side : T=11608(LB) C=12210(LB) HDU14/6x6(1) w/DBL BLK'G Right Side . T=11608(LB) C 12210(LB) HDU14/6x6(1) w/DBL BLK'G Use HDU14/6x6(1) on both ends w/(10)5/8" x 12" Anchor Bolt (@ 16" O.C. Max.) IVA l ve Q Ce 14 U 3 CA at;l ° F • l (1) Holdown inside of panel *** User prefered t w 949.752.1612 4400 Campus Drive Newport Beach, California 92660 www.gouvisgroup.com consulting group, inc. STRUCTURAL CALCULATIONS (A 60 Unit Residential Development) Andalusia at Coral Mountain Tennis Shop 31681-3 La Quinta, County of Riverside, CA Gouvis job No.: 62670 Cl-ry OFLA QU TR 1/22/2013 BUILDING & SAFETY DEPT. 1 APPROVED FOR CONSTRUC ION Developer: T.D. Desert Development, Ltd.ATE (® "38y S Architect: Pekarek-Crandell, Inc. z i JAN 3 0 2013 ff3x: M_ ike.Houshiiriand, Vice President C42283 Exp. Date 3/31/2014 The• attached calculations are valid only when bearing original or O- O electronic signature of Mike Houshmand, Hereon. Palm Springs, CA Pleasanton, CA Ho Chi Mi. SHEAR WALL SCHEDULE 2010:CALIFORNIA BUILDING CODE (1); (3) SHEAR EDGE FIELD ALLOWABLE SILL PLATE CONNECTION FRAMING CLIPS A35's, PANEL SHEATHING 'NAILING NAILING SHEAR LS60's OR LTP4's 1/S DS6' TYPE (8) (COMMON) (COMMON) (PLF) 16d's (5), (8} ` (g) SINKER SCREWS A318" APA 8 d's 8 d's 260(7)' rated @ 6" O.C. @ 12" O.C. 220 G 6" O.C. @ 16 O.C. @ 16' O.C. 2 (4)(} 3/8" APA rated @ 4 O.C. - 8 d's @ 4" O.C. 8 d's @ 12" O.C. -- 380 (7) 320 @ 12"O.C. @ 12 O.C. A4)(2 3/6" APA rated 8 d's @ 3” O.C. 8 d's. @ 12" O.C. 480(7)„(10) @ 3 O.C. n (10) @ B O.C. (10) @ 8 O.C. 410 3/6" APA 8 d's 8 d's 640 (7) (10) (10) (10) (4) (2) rated @ 2" O'.C. @ 12" O.C. 530. @ 2 O.C. @ 6" O.C. @ B" O.C. 5 16/32" APA 1 p d's_ 10 d's 2 ROWS) (10) (10) 4 (2) rated Structural/ @ 2" O.C. @ 12 O.C. 870 STAGG. @ 5 O.C. @ 6" O.C. @ 3" O.C. (1) SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. (2) PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. (3) STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. (4) PERIODIC SPECIAL INSPECTION IS REQUIRED. (5) USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N:O.). (6) USE SPACING PER SCHEDULE. IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS. (7) ..ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C: MAX. (8) SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. (9) NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. (10) FOR DOUBLE SIDED SHEAR WALL PANELS: a. USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE A. b. USE ONLY 1/4"Ox6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES A &A c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND SPACING, FOR TYPES A3 , 44 & A . REV. 10/03/2011 Pitch 62670-209 'GOUVIS engineering ie st Truss(24" 0/C) Development, Ltd. consulting group,inc. Enginear: enoori 112" .Gyp. Board Date ; 07/31/2012(IBCC8.6) DESIGN CRITERIA: I eAm > S% J A. Code: 2010 CBC, Wind: C, 86 mph, Category: D 1.00 B, Maxlm4rin 19% moisture content 4.g6 prior to Installation of Finish Material 0.00 4X'Members: No, 2 or Better 20.00 6X, 8X Beams and Headers: No.1 or'Better 23.00 2X Joists and Raft is: No. 2 or Better Plates and Blocking; Standard Grade or Better Studs: Stud Grade or Better Mud5109:. Pressure Treated Wily Grade or Better C. N/A.;. PRIMARY ROOF LOADING Pitch 6.0:12' K = Increase .for pitch 1.08 Truss(24" 0/C) x K 2.80 Plywood(7/16") x K 1.41 112" .Gyp. Board 2.20, Conc. Tile x K 10.83 Sprinkler 1.00 Misc. (Insul.,Elect.,ETC) 4.g6 Snowtoad 0.00 Live Load 20.00 Dead Load 23.00 GOUVIS On,ineerinn G 9 lIent :70.Deee►tpm Development, Ltd. consulting group,lnc. Englneer: anoorl Date' :077/31l2012(lBC9.e) Beam ID: 1(Drop) Header @ Front of the Tennis Shop 200 CHC Loads (Downward +) Beam Weight 25.0 PLF from Vto 10.50' Primary Roof 1032PLF=46.0x(23+20)a @ 0.00'to 10,50' 1o.eo' Exterior Wall 75 . PLF- 5,o'xl5,o i§o.00' to 10:501 8331 Reactions(AL+LUMax, Load Combination) Down 689316893 569316693 Up. 010 6/0 Use DFL N01 6 x 12(Fb=1364 Fv=170) w/Left:2-2x6 trim./stud Right:2-2x6 trim./stud ShearD/egiem:DL 4 RF L Cdticel Shear =5331 L13 @ 0.33' 1.5xShear/(FvxA)=0.595 14943 Fv=213. A= 63.25 Critical Moment . =14943 L9xFT a@ 5.25' Ratio=0.889 Fb= 1664 S= 121.23 Critical Deflection =-0.266 Inch @ 5.25'U240p0.525 Moment Dfegfem:DL + RF L X9.286 Degeclfon Dlegiem:OL+LL GOUVIS evineern consulting group,inc. Wind: 6400 Salsmic:11740 1 @Front of Tennis Shop : IST Floor 1 -Pour Exterior Wall(X Dir.) Wind 6400 Seismic 11740=11740+ 0 • Strap(E) T HD Job :62670-209 8W'1 Plan : Remotlel Cllenl : T,D. Desert Development, Ltd. Engineer: snoori Date :07/31/2012(IBC9.6) 2010 CBC(Cat, D) Flexible Diaphragm Total Wall Length = 13.50(FT) • Total Panel Length = 13.50(FT) ShearDi`aphragm = 11740113.50 = 870(PLF) P = 00 Use (28A35) or (20 LS80) Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shear(S) =11740%13.50= 870(PLF)(Flexible ) Max.,Drag = 0(LB) Use 'TYPE 5 Max. Panel Deflection: OM = (4.0/1.0) x As x 1.4 = 2.118" <= 0.02 x 156.0 = 3.1'20" Dead Loads: Well. - . 195.0= 15 " 13.0' OVERTU6N ANALYSIS UPLIFT(T) DOWN(C) Pane/ V Lett Slde , T=11608(LB) C=12210(LB) HDU14/6x6(1) w/DBL BLK`G •"" Right Side .. T=11608(LB) C=12210(LB) HDU14/6x6(1) w1DBL BLK'G ""• Use HDU.14/6x6(1) on both ends W/00)5/8" x 12" Anchor Bolt (@ 16" O.C. Max.) 41;x1 ; h , 6 ail ✓ I `1 Ve 1 A Ce 0 V )1 1 U 3z CA (Q Holdown Inside of panel '•" User prefered 1 GO UVI S l al 'll 00ri11g page s r/— 2 - Consulting Consulting Group, Inc Job # Date 1 /2 Z Plate washer design for (,HDU, HTT HD08 AND HD) holdowns Concrete2.500 psi Oc = 0.65 Bearing - - - ----._...._................ _.. Steel Plate, --0 ._....._ --.._....---._. .Fy 36.0 = ksi Bolt type: A307 Fy - 36 ksi ob = 0.9 Concrete bearing strength = Plc x 0.85 x f c x A b= 0.55 f c kips Holdown allovable uplift, Pa (kips), see table below Min. bearing area required, Ab= Pa x 1.4/(0.55 x fc) in z Minimum square steel plate width required, Ws = Ab + (db + 1 / 16)2 / 4 in Heavy hex nut width= W, , see table below Required plate flexural strength (per in width) = M,.,q.d = (0.55 f' c((W,. - W,) / 2) 2 / 2) in -k Nominal plate flexural strength (per in width)_ OhMn -_ Oti (F ,t 2 l 4) in -k Plate thickness required, t - (0.55f - c((WS W,) / 2) 2 / 2)4 /(Ob Fy, ) in' Holdown Type Bolt Diameter Max. uplift Allow. Max. uplift Allow. Bearing plate area required Plate width required Hex nut width Required plate strength Plate thickness required d h Pa Pu Ab, Ws WI Mle9.d t in. kips kips in^2 inches inches ih-kips/" in 11D 0.625 3.08 4.31 3.122 1.875 0.9375 0.15 0.250 11TT5 0.625 5.09 7.13 5.159 2.375 0.9375 0.36 0.250 NDU4 0.625 4.565 6.39 4.627 2.250 0.9375 0.30 0.250 NDo84.,s 0.875 9.23 12;92 9.355 3.250 1.3125 0.65 0.375 HDL='11-7.25 1 11.175 15.65 11.327 3.500 1.5000 0.69 0.375 HD1114-5.5 1 14.445 1 20.22 14.641 4.000 1 1.5000 1.07' 0.375 i 1 j L_ BUILDING ENERGY ANALYSIS REPORT PROJECT: ANDALUSIA 58-830 MARBELLA LA QUINTA, CA - Project Designer: PEKAREK-CRAN DELL 31872 CAMINO CAPISTRANO SUITE 100 SAN JUAN CAPISTRANO, CA 92675 - Report Prepared by: GANGYIZHOU GMEP Engineers 4400 Campus Drive Newport Beach, CA 92660 (949)752-1612 RF '.IVEI OCT 19 2012 OF LA OUlNTA BY: _`ING & SAFETY DEPT. Job Number: I. ROS ED t PH CONSTRUCTION Date: 9/25/2012 2' ' Lot The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 8165 RunCode: 2012-09-25719:27:15 ID: 2a3> u I TABLE OF CONTENTS . . I Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatory Measures Form MECH-MM Mechanical Mandatory Measures EnergyPro 5.1 by EnergySoft Job Number ID: User Number 8165 1 2 3 20 21 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF -1 C Project Name Date ANDALUSIA 9/25/2012 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 58-830 MARBELLA LA QUINTA CA Climate Zone 15 2,025 460 GENERAL INFORMATION Building Type: m 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 complete. Documentation Author Name GANGY/ ZHOU Signature Company GMEP Engineers Date 9/25/2012 Address 4400 Campus Drive Phone (949)752-1612 City/State/Zip Newport Beach, CA 92660 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 1 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. 1 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 PEKAREK-CRANDELL Signature Company PEKAREK-CRANDELL Date Address 31872 CAMINO CAPISTRANO SUITE 100 License # City/State/Zip SAN JUAN CAPISTRANO, CA 92675 Phone Principal Mechanical Designer Name Gangyi Zhou Signature Company Gouvis Engineering Consulting Group, Inc. Date Address 4400 Campus Drive License # City/State/Zip Newport Beach, CA 92660 Phone (949) 752 5321 Principal Lighting Designer Name Signature Company Lighting Compliance Not In The Scope Of This Submittal Date Address License # City/State/Zip Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) m ENV -1C Certificate of Compliance. Required on plans. m MECH-1C Certificate of Compliance. Required on plans. ❑ LTG -1C Certificate of Compliance. Required on plans. m MECH-2C AiriWater Side/Service Hot Water & Pool Requirements. ❑ LTG -2C Lighting Controls Credit Worksheet. m MECH-3C Mechanical Ventilation and Reheat. ❑ LTG -3C Indoor Lighting Power Allowance. m MECH-5C Mechanical Equipment Details. EnergyPro 5.1 by EnergySoft User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Page 3 of 21 PERFORMANCE CERTIFICATE OF COMPLIANCE Project Name ANDALUSIA ANNUAL TDV ENERGY USE SUMMARY (kBtu/s ft- 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 1.69 1.84 -0.15 221.48 215.46 6.02 73.70 74.87 -1.18 0.00 0.00 0.00 0.00 0.00 0.00 16.71 16.71 0.00 74.94 74.94 0.00 88.32 88.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 476.83 472.14 4.69 Part.2 of3 Heating Cooling Fans Heat Rej Pumps DHW Lighting Receptacle Process Process Ltg Percent better than Standard 1-0%1 1.0 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (tM 270 deg Conditioned Floor Area 2,025 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 2 Conditioned Footprint Area 0 sqft. Number of Zones 2 Natural Gas Available On Site Yes Orientation Gross Area 'Glazinq Area Glazing Ratio PERF -1 C Date 9/25/2012 Front Elevation Left Elevation Rear Elevation Right Elevation Total Roof (tM 460 (N) 600 (E) 460 (S) 732 22,252 2,160 sqft. sqft. sqft. sqft. sqft. sqft. 80 340 80 160 660 0 sqft. sqft. sqft. sqft. sqft. sqft. 17.4% 56.7% 17.4% 21.9% 29.3% 0.0% Standard Proposed Prescriptive Values for " Prescriptive Lighting Power Density E 1.071 W/sqft. 1.071 W/sgft. Comparison only. See Prescriptive Envelope TDV Energy 157,673 24s,52a LTG -1 C for allowed LPD. Remarks: EnergvPro5.1 by Ener vSoR User Number. 8165 RunCode: 2012-09-25T19:27:15 ID: Paqe 4 of 21 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3) PERF -1 C Project Name ANDALUSIA Date 9/25/2012 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type s ft. W/sf' W/sf z W/sf 3 W/sf ° W/sf EXISTING HEA TPUMP OFFICE RETAIL Office > 250 sgft 1,530 '0.900 NEW HEA TPUMP RETAIL SHOWROOM Grocery Sales 495 '1.600 Notes: 1. See LTG -1 C 2. See LTG -2C 3. See LTG -3C 4. See LTG -4C IItems 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 approach. 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. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 5.1 by EnergySoft User Number. 8165 RunCode: 2012-09-25719:27:15 ID: Page 5 of 21 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name ANDALUSIA Date 9/25/2012 Project Address 58-830 MARBELLA LA QUINTA Climate Zone 15 Total Cond. Floor Area 2,025 Addition Floor Area 460 GENERAL INFORMATION Building Type: m Nonresidential 0 High -Rise Residential E3 Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School © Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ftZ (If checked include the ENV -4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: D Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 270 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType W Q c C 'x C V) UJ O z O V M d y 3 L) of C W > > O C W U. C d 5 G U. C ° ¢ O "' N vin a. Li 1 Wall 360 (W) 1 0.102 R-131 4.3.1-A3 Existing ❑ ❑ 2 Wall 392 (S) 1 0.102 R-13 4.3.1-A3 Existing ❑ ❑ 3 Wall 360 (E) 1 0.102 R-13 4.3.1-A3 Existing ❑ D 4 Wall 160 (N) 1 0.102 R-13 4.3.1-A3 Existing D D 5 Roof 1,530 (N) 0.056 R-19 4.2.2-A 10 Existing ❑ ❑ 6 Roof 170 (N) 0.056 R-19 4.2.2-A 10 Existing ❑ ❑ 7 Wall 100 (N) 0.102 R-13 4.3.1-A3 New ❑ ❑ 8 Roof 460 (N) 0.056 R-19 4.2.2-A 10 New ❑ ❑ 9 Wall 20 (W) 0.102 R-13 4.3.1-A3 New ❑ ❑ 10 Wall 20 (E) 0.102 R-13 4.3.1-A3 New D ❑ 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 m a ;a (n CM W O Z RLL 2> m m LL 'o > w U C1 m N 2¢ N rn Cn rn C is O c o y U u> a LL 1 Window 80 (S) 0.710 Default 0.7301 Default ❑ 1 Existing ❑ ❑ 2 Window 80 (N) 0.710 Default 0.730 Default ❑ Existing ❑ ❑ 3 Window 260 (N) 0.710 Default 0.600 Default ❑ New ❑ ❑ 4 Window 80 (W) 0.710 Default 0.600 Default ® New ❑ ❑ 5 Window 80 (E) 0.710 Default 0.600 Default ❑ New ❑ ❑ 6 Window 80 (S) 0.710 Default 0.6001 Default ® 1 New ❑ ❑ D ❑ ❑ D ❑ ❑ ❑ D ❑ ❑ ❑ ❑ 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 EnergySoft User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Page 6 of 21 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV=1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name ANDALUSIA Date 9/25/2012 Project Address 58-830 MARBELLA LA QUINTA Climate Zone 15 Total Cond. Floor Area 2,025 Addition Floor Area 460 GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) [3Blldlocatable Public Schoolg. m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV -4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component 0 Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 270 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta IID AssemblyType w d a` 03 cN •` OZ 0` 4 m =M .3 A> c1¢ c m x W w> c x 7 ww == c0 5> ° °' Sa x ami O a a o O« cern A a is a 11 Wall 180 (S) 0.102 R-131 4.3.1-A3 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 Tye f0R ' a N °M w O Z O m LL i > O d 2 w 'o > U)2 ( (7 = m in ¢ d U = 'o <n <n C L > O C C y a 7 o« c) rn N m a r m a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 EnergySoft user Number- 8165 RunCode: 2012-09-25T19:27:15 ID: Page 7 of 21 CERTIFICATE OF COMPLIANCE - (Part 2 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV -1 C Project Name ANDALUSIA Date 9/25/2012 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 Fail' N/A ❑ Roofing compliance not required in Climate Zones 1 andl6 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance not 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 that have a Ll -factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV -2C. 11 13 13SRI ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI have a LI -factor of 0.048 or lower. See Opaque Surface Details roof assemblybelow, Column H of ENV -2C. 13 ❑ 13that roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are 13 exempted. ted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at wh N.ener v.ca. ov/title24/ 11 13 13exem constructions that have thermal mass over the roof membrane with a weight of at least 25 Iblft are exempt from 13 the Cool Roof criteria below. ❑ 11 13the ❑ 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. 111313exem 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 >_ 51b/f? Product Type2 Abed Solar Reflectance3 Thermal Emmitance SRI5 Pass Fails ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ .1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ 4 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ J ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ J ❑ ❑ 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.ora/products/search.pho 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 (0.24.7(p,n;sa, — 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 htto://www.enerciv.ca.ciov/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: Ener vPro 5.1 by Ener vSoft User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Page 8 of 21 CERTIFICATE OF COMPLIANCE (Part3 of 3) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name ANDALUSIA Date 1912512012 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 Double Metal Tinted 500 11 13 13 11 11 13 11 11 Ener y Pro 5.1 by Ener y Soft User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Page 9 of 21 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name ANDALUSIA Date 9/25/2012 Project Address 58-830 MARBELLA LA QUINTA Climate Zone 15 Total Cond. Floor Area 2,025 Addition Floor Area 460, 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 TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S: W or in Degrees: 270 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui menu 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: Gas Fired DHW Boiler ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 40,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 0.58 EF ❑ ❑ Max Allowed Cooling Capacity' n/a ❑ ❑ Cooling Efficiency' n/a ❑ ❑ Duct Location/ R -Value n/a ❑ ❑ When duct testing is required, submit & MECH-4-HERS n/a ❑ [3MECH-4A 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 AC -1, RTU -1, HP -1 EXISTING HEA TPUMP 13 13i.e. Equipment T e3: Split DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 58,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 7.70 HSPF ❑ ❑ Max Allowed Cooling Capacity'— 4 7, 100 Btu/hr ❑ ❑ Cooling Efficiency' 13.0 SEER/ 11.0 EER ❑ ❑ Duct Location/ R -Value Attic, Roof Ins / 4.2 ❑ ❑ 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. Ener Pro 5.1 by Ener y Soft User Number. 8165 RunCode: 2012-09-25T19:27:15 ID: Pae 10 of 21 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Date ANDALUSIA 9/25/2012 Project Address 58-830 MARBELLA LA QUINTA Climate Zone 15 Total Cond. Floor Area Addition Floor Area 2,025 I 460 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 TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 1 270 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui menu Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC -1, RTU -1, HP -1 NEW HEA TPUMP 13 ❑ Equipment T e3: Split DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 31,200 Btu/hr ❑ ❑ Minimum Heating Efficiency' 7.70 HSPF ❑ ❑ Max Allowed Cooling Capacity' 35,100 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.0 EER ❑ ❑ Duct Location/ R -Value Attic, Roof Ins/ 4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS No ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags AC -1, RTU -1, HP -1 13 13i.e. Equipment T e3: ❑ ❑ Number of Systems ❑ ❑ Max Allowed Heating Capacity' ❑ ❑ Minimum Heating Efficiency' ❑ ❑ Max Allowed Cooling Capacity' ❑ ❑ Cooling Efficiency' ❑ ❑ Duct Location/ R -Value ❑ ❑ When duct testing is required, submit & MECH-4-HERS 13 13MECH-4A Economizer ❑ ❑ Thermostat ❑ ❑ Fan Control ❑ ❑ 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. Ener Pro 5.1 by Ener Soft User Number: 8165 RunCode: 2012-09-15719:27:15 /D: Pae 11 of 21 CERTIFICATE OF COMPLIANCE and (Part 2 of 4) MECH-.1 C FIELD INSPECTION ENERGY CHECKLIST ANDALUSIA Discre 9/25/2012 I EnergyPro 5.1 by EnergvSoR . User Number: 8165 RunCode• 2012-09-25T19.27.15 ID: Paoe 12 of 21 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Date ANDALUSIA 9/25/2012 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 Tide -24 Part 6. The building inspector must receive the property filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A I 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 Ot . VAV & CAV Unitary Ducts Controls DCV VAV Test Reset Control Control Carrier 380RRRO36-3 w/FX4C036 1 ® ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ EnergyPro 5.1 by Ene vSolt User Number. 8165 RunCode: 2012.09-25719:27:15 10: Pace 13 of 21 CERTIFICATE OF COMPLIANCE and FIELD..INSPECTION ENERGY CHECKLIST (Part 4 of 4) " MECH-1C" Project Name ANDALUSIA Date 9/25/2012 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Fault Detection & Diagnostics _ Ot . for DX Units At Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Test Performed By: Carrier 3BORRRO36-3 w/FX4C036 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergvPro 5.1 by EnerqySoft User Number: 8165 RunCode: 2012.09.25T19:27:15 ID: Pae 14 of 21 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2C Project Name Date ANDALUSIA 9/25/2012 Indicate Air Systems Type Central, Single Zone, Package, VAV, or etc...) Item or System Tags (i.e. AC -1, RTU -1, HP -1) EXISTING HEATPUMP NEW HEATPUMP Number of Systems Indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 7.70 HSPF 7.70 HSPF Cooling Equipment Efficiency 1 12(a) 13.0 SEER / 11.0 EER 15.0 SEER/ 12.0 EER HVAC Heat Pump Thermostat 112(b), 112(c) Yes Yes Furnace Controls/Thermostat 112(c). 115(a) n/a n/a Natural Ventilation 121 b) No No Mechanical Ventilation 121(b) 230 cfm 212 cfm VAV Minimum Position Control 121 c) No No Demand Control Ventilation 121 c) No No Time Control 122(e) Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Isolation Zones 122( n/a n/a Pipe Insulation 123 Duct Location/ R -value 124 Attic, Roof Ins/ 4.2 Attic, Roof Ins / 4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) n/a n/a Proposed Heating Capacity 144(a & b) 36,225 Btu/hr 19,487 Btu/hr Calculated Design Cooling Load 144(a & b) n/a n/a Proposed Cooling Capacity 144(a & b) 41,542 Btu/hr 30,270 Btu/hr Fan Control 144(c) Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Simultaneous Heat/Cool 144(d) No No Economizer 144(e) No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Electric Resistance Heating' 144(g) Air Cooled Chiller Limitation 144(1 Duct Leakage Sealing. If Yes; a MECH-4-A must be submitted 144(k) No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number. 8165 RunCode: 2012-09-25T19:27:15 ID: Page 15 of 21 WATERSIDE SYSTEM REQUIREMENTS Part-2 of 2 MECH-2C Project Name Date ANDALUSIA 9/25/2012 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 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) Pipe Insulation 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 144(' 1. The proposed equipment need 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 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 Heatin Item or System Tags (i.e. WH-1, WHP, DHW, etc...)' DHW Heater Number of Systems, Indicate Page Reference on Plans or Schedule MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113(a) Standard Gas 50 gal or Less Water Heater Efficiency 113(b) 0.58 EF Service Water Heating Installation 113(c) Controls Req. Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) Na Pool and Spa Installation 114(b) n/a 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. Ener Pro 5.1 by Ener Soft User Number: 8165 RunCode: 2012-09-25719:27:15 ID: Pae 16 of 21 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name ANDALUSIA I Date 9/25/2012 MECHANICAL VENTILATION 121(b)2 REHEAT LIMITATION 144(d AREA BASIS OCCUPANCY BASIS I VAV MINIMUM A B C D E F G H I J K L M N Min CFM REO'D Design 50% of Max. of Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Area per By Area Of per Occupant Max of Air Supply B X 0.4 H, J, K, Zone/System ft1 ftZ B X C Person E X F D or G CFM CFM CFM / ftz 300 CFM Design Minimum Air Transfer Set pint Air __People OFFICE RETAIL 1,530 0.15 230 230 230 EXISTING HEATPUMP Total 230 230 RETAIL SHOWROOM 495 0.25 124 124 212 NEW HEATPUMP Total 124 212 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section 5121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load foregress purposes fors aces without fixed seating. H Required Ventilation Air (REO'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS Column 0 or G). I Must be greater than orequal to H or use Transfer Air column N to make up the difference. J Design fan supply CFM (Fan CFM) x 50%: or the design zone outdoor airflow rate per 4121. K Condition area ftz) x 0.4 CFM / ft2: or L Maximum of Columns H, J, K. or 300 CFM M This must be less than orequal to Column L and greater than orequal 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. EnergvPro 5.1 by EnerqySoft User Number. 8165 RunCode: 2012-09-25T19:27:15 ID: Pae 17 of 21 MECHANICAL EQUIPMENT DETAILS Part 1 of 2) MECH-5C Project Name ANDALUSIA Date 9/25/2012 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Ot . Efficiency Tons Pump oty. GPM BHP Control DHW I BOILER SUMMARY System Name Type Distribution Qtv. Rated In ut Vol. Gals . Energy Factor Standby Loss Tank Ext or RE or Pilot R-Value I Status Standard Gas 50 gal or Less Small Gas Kitchen Pipe Ins 11 40.000 501 0.58 n/a I n1a New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pumn Hot Water Ploina Len th R Control City. HP Type In Plenum Outside Buried Add h" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Ot . Output Aux. kW I Efficiency Output Efficiency Status EXISTING 5 TON HEATPUMP Split DX 1 58,000 0.01 7.70 HSPF 47,100 13.0 SEER/ 11.0 EER Existing Carrier 38QRRR036-3 w/FX4C036 Split DX 1 31,200 0.01 7.70 HSPF 35,100 15.0 SEER 112.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP EXISTING 5 TON HEATPUMP Constant Volume No Economizer 2,000 0.75 none Carrier 38QRRR036--3 w/ FX4C036 Constant Volume No Economizer 1,200 0.30 none EnerovPro 5.1 by Er.er rSoR User Number 8165 RunCode: 1012-09-25719:27:15 10: Pae 18 of 21 MECHANICAL EQUIPMENT DETAILS Part 2 of 2) _ MECH-5C Project Name ANDALUSIA Date 9/25/2012 ZONE SYSTEM SUMMARY SYSTEM VAV Fan Zone Name System Name Type Min CFM City. Heatin Coolie Ratio m 0 U. v w f Reheat Coil CFM BHP Outside Air ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EXHAUST FAN SUMMARY EXHAUSTFAN EXHAUSTFAN EXHAUSTFAN Room Name Ot . CFM BHP Room Name Ot . CFM BHP Room Name at . CFM BHP EXISTING ROOM 1.0 200 0.20 EnergyPro 5.1 by Ener Soft User Number: 8165 Run Code: 2012.09-25719:27:15 10: Page 19 of 21 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name ANDALUSIA Date - 9/25/2012 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. §1 18(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. 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.2 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 1-1-factor shall be rated in accordance with NFRC 100, or the applicable default 1-1-factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 1 00for site-built fenestration, or the applicable default SHGC. §I 16(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). Ener yPro 5.1 by Ener Soil User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Pae 20 of 21 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date ANDALUSIA 9/25/2012 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. §1 15(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 Sys tem 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(g): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided q 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. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. 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 110° F. 2 Circulating service water -heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. Ener ypro 5.1 by Ener ysoft User Number: 8165 RunCode: 2012-09-25T19:27:15 ID: Page 21 of 21