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Madison Club Villas TR 33076-2 12-0081 (SFD) 2010 Code Updatevw� Bin # - C tY. Of LA Qui*nta 'BU!1d1qg&TSafety Division. P.O. Box 1504,78-495 Calle Tampico U.QLqnta, CA 92253 -:(760) 777-7012 Building Permit Application' and Tracking Sheet Pefinit # Project Address: C �Yb V I Owner'sName:. A. P.'N.umber -T' Address: Legal Description: City, ST, Zip; Contractor. 10 K (10 V a-, Telephone: Address: 6b Project Description: 2-,6) 0 r0i A City, ST, Zip: FOP- 714C- a94 WAI Telephone: F' 0"; - AT -1� ,-110-M"ALir 1 State Lic. #: Arch.; Engr., Designer. Address: City., ST, Zip: Z'o -6-5 - T ZO-2 Telephone: State Lic.#: ';p'"11 &nsbcti cli Construction Type:. Occupancy: F7P c (circle one): Now Add'n. Alter Repair Demo Project type ject- V Sq. Ft... Sq.'Ft.: Sto # . nes: -T# urdu�: Name of Contact Person: 2 0 Telephone# of Contact Person: -77 7. 1. Estimated Value of Project: APPLICANT: DO NOT. WRITE BELOW THIS LINE # Submittal Req1d 'Itecld TRAC7MG PERMIT FEES - Plan Stu Plan Check submitted Amount' Structural CaIcs. �40 1�1/4r&vlcwed, ready for corrections Plan Check Deposit. Truss C21cs. Called Contact Person Plan Check Balance . 71tic 24 Cales. Plate picked up Construction Flood plain plan Plans resubmitt.ed.. Mechafilcal Grading plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing ,Grant Deed Plans picked up SbLL H.O.A. Approval Plans resubmitted Grading IN UOUSE., 2" Review; ready for torrecdo'ns/issue -7 De v*doper Impact Fee Planning Approval. called Contact Person AJ.P.P. Pub. Wks. Appr - Date of permit Issue School Fees Total Permit Fees 0A.4-27 dZIA, 51-WI12- " 71 780 San Jacinto Dr Ste;. E2; Rancho Mirage ..Ca: 92270 , p6: (760) 8347.8860: Letter of Transmittal To: City of La Quinta Today's Date: 78-495 Calle Tampico City Due Date: La Quinta, CA 92253 Project Address: Attn: Kay Plan Check #: NO 5-2-12 ASAP Madison. Club Villas Code Update 12-81 Submittal: • ❑ 1st ❑ 4th ® 2nd ❑ 5th ® 3`d ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) Includes: # Of Descriptions: Includes: # Of Copies: Copies: ❑ Structural Plans ® 1 ® 1 Structural Calculations ❑ ❑ Truss Calculations ® 1 ❑ . Your Pickup Descriptions: Revised Struct. Plans Dated Received 3-14-12 Revised Struct. Calcs Revise_ d Truss — Dated 5-1- 12 ❑ Soils Report ❑ Revised Soils Report ® 1 Structural Comment List ❑ Approved Structural Plans ® 1 -Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑` Approved Truss Calcs ® 1 Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ® 1 Other: Revised Struct Plan Sheets S1.2, SD.1-4 Dated Received 5-1-12 Comments: Structural content is approvable. Revised structural plan sheets with the Received date of 5-1-12 are Approved and shall replace the corresponding sheets in the plan set with the Received date of 3-14-12. If you have any questions please call. Structural Plan Review Time = 1.75 Hrs. (2 ) 1.25 Hrs. (3 ) This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson Rancho Mirage Office: ® (760) 834-8860 Other: ❑ - THE - MA ISSN CLUB March 2, 2012 Mr. Jeff Prevost P.O. Box 182 La Quinta, CA 92247 RE: Villas 16 through 19 Deal- Mr. Prevost: The Madison Club Design Review Committee (DRC), reviewed and approved the. request to construct four additional Villas which are designed in the same manner as 1 — 15 which were previously approved. The project is.approved to start construction. Please contact Brook Marshall at (760) 219-8057 or by email at Brook!@dc.rr.coin with any questions regarding this review. Sincerely, Madison Club Design Review Committee cc: SRC File 44 53035 MEMWBTH6R WAY, LA QuiKrA, CA 92253 T8L 760 391-4500 FAX 760 39)-4599 Electronically Filed•by,Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically -Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 ,. PERFORMANCE CERTIFICATE: Residential Part 1 of 5), .. CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration I Date 1311512012 Project Address The Gatsby Unit 2 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,384 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST 17 Yes ❑ No HERS Measures.-- if Yes, A CF-4R must be provided per Part 2 of 5 of this form. EIYes ❑ No Special Features --If Yes, see. Part 2 of 5 of this form for details. INSULATION Area 'Special Construction Type Cavity Features see Part 2 of 5 Status Roof Wood Framed Attic R-30 3,456 Radiant Barrier New , Wall Wood Framed R-19 4,339 New Door Opaque Door None 75 , New - Slab Unheated Slab -on -Grade None 3,014 Perim = 364' New. Wall Wood Framed R-13 " 498 New Floor Wood Framed w/Crawl Space R-13 38 New FENESTRATION U- Exterior Orientation: .Area(ft) Factor SHGC_Oveihang Sidefins Shades, Status. Front (N) 254.5 0.350 0.33 none none Bug Screen New Left (E) — - 106.5 0.350,..„a-0,33_...none.4 .,w:..a„none «„.,Bug-Screen.w New Right (149 , 87.8 .- 0.350 V'0.33 none"'' I none 4 J `Bug Screen New Front (N) 108 0 / 0.350 0.33 100 _ -none - ,Bug Screen ` New - . Rear (S) r ' 247.3 ! l ft 0.350 0:33 . none none ' �.: Bug Screen �, t ,+''?, ' - , New Right "- 3 . Y 10. x. , Bug Screen I UP CIA A I DEPT. CTION HVAC SYSTEMS Qt . Heating Mira.:-Eff Cooling Min- Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback rl New 1 Central Furnace + 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC. DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC I. Ducted Ducted Attic, Ceiling Ins, vented 4.2 New" HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 Ducted' Ducted Attic, Ceiling Ins, vented 4.2 New ` WATER HEATING ' Qt Type Gallons Min. Eff Distribution Status 2 Small Gas, 50 0.62 Kitchen Pipe Ins New. EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 1 of 8 a Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, inc Electronically Filed by Tim Scott and Authenticatedrat Ca10ERTS.rcom - 3/15/2012 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 . PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Additon Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 311512012 SPECIAL FEATURES INSPECTION CHECKLIST The 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 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. Compliance for all orientations is specified, see section 151(c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. HIGH MASS Design - Verify Thermal Mass. 726.0 ft2 Covered Slab Floor, 3.500" thick at Master Bedroom • - a HIGH MASS Design -Verily Thermal Mass. 121.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 280.0 ft2 Covered Slab Floor, 3.500" thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass: 1,375.0 112 Exposed Slab Floor, 3.500" thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass. 378.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 3-Great HIGH MASS Design - Verify Thermal Mass: 134.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 3-Great The Roof R-30 Roof Attics includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specked in Residential Appendix RA4.2.2. HERS _REQUIRED VERIFICATION r-r E }' ,%� Items m thissection require field testing and/or verificat o 'by a certifiecJ HERS Rater".--The'ins_pe tor;m� st receive a com leted CF-4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACC660/58CVX110 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verity the installation of the correct Condenser. The HVAC System HVAC 1'incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACC660158CVX110 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. The Cooling System Carrier 24ACC660158CVX110 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verity the installation of the correct Condenser. The HVAC System HVAC 3 incorporates HERS Verged Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specked criteria. EnergyPro 5.1 by EnerqySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Pa e 2 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: Ca10ERTS,-Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Signed at CalCERTS.COm by Stephen Nieto (South West Concepts) 3/15/2012 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type B Single Family ❑ Addition Alone Date The Villas at Madison Club ❑ Multi Family. ❑ Existing+ Addition/Alteration 311512012 ANNUAL ENERGY USE SUMMARY Standard Facing Margin - Facing Margin - Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 5.80 6.60 -0.80 6.36 -0.57 6.08 -0.29 6.77 -0.97 Space Cooling 56.67 44.72 11.95 47.10 9.57 45.10 11.57 46.50• 10.17 Fans 11.37 16.31 -4.94 17.10 -5.72 16.38 • -5.01 16.92 -5.55 Domestic Hot Water 7.83 9.20 -1.36 9.20 -1.36 9.20 -1.36 9.20 -1.36 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 , 0.00 0.00 Totals 81.67 76.83 4.85 79.75 1.92 76.76 4.92 79.38 2.29 Percent Better Than Standard: 5.9 % 2.4 % 6.0 i 2.8 BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 1,726 363 Fuel Available at Site: Natural Gas (E) 1,285 107 Raised Floor Area: 38 (S) 1,421 247 Slab on Grade Area: 3,014 (vh 1,332 136 Average Ceiling Height: 10.0 Roof 3,456 0 Fenestration Average U-Factor: 0.35 TOTAL: 852 Average SHGC: 0.33 Fenestration/CFA Ratio: 19.4 REMARKS 97 sq. ft. added to the second floor conditioned area adding for the stairs 'F STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. ; The documentation author hereby certifies that the documentation is accurate and complete. F Documentation Author Company Scott Design and Title 24, Inc, 3/15/2012 Address 77-085 Michigan Drive Name Tim Scott Citv/State/ZiD Palm Desert Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility 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, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business .& Professions Code) Company , Address 78-115 Calle Estado, Suite 201 Name South West Concepts City/State/Zip La Quinta, Ca 92253 Phone (760) 564-4707 Signed License # . Date EnerqylPro 5.1 by Ene Soft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 3 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑Multi Family ❑Existing+ Addition/Alteration Date 311512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments CavityTExterior Frame Interior Frame Roof 847 0.032 R-30 0 0 New 4.2.1-A8 Master Bedroom 1 Wall 334 0.074 R-19 0 90 New 4.3.1-A5 Master Bedroom i Door 21 1.450 None 0 90 New 4.5.1-A1 Master Bedroom 1 Wall 249 0.074 R-19 901 90 New 14.3.1-A5 Master Bedroom 1 Wall 273 0.074 R-19 180 90 New 4.3.1-A5 Master Bedroom 1 Wall 244 0.074 R-19 270 90 New 4.3.1-A5 Master Bedroom 1 Slab - 726 0.730 None 0 180 New 4.4.7-A1 Master Bedroom 1 Slab 121 0.730 None 0 180 New 4.4.7-A1 Master Bedroom 1 Roof 1,201 0.032 R-30 0 0 New 4.2.1-A8 Kitchen-Dinin -Great-Hall Wall 673 0.074 R-19 0 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 472 0.074 R-19 90 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Door 30 1.450 None 90 90 New 4.5.1-A1 Kitchen -Dining -Great -Hall Door 24 1.450 None 90 90 New 4.5.1-A1 Kitchen -Dining -Great -Hall Wall 1481 0.074 R-19 1 1 180 90 1 New 4.3.1-A5 Kitchen -Dining -Great Hall Wall 601 0.074 R-19 I 1 1 2701 90 1 New 4.3.1-A5 Kitchen -Dining -Great -Hall Slab 2801 0.730 1 None I 1 01 180 1 New 4.4.7-A1 Kitchen -Dining -Great -Hall FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC4 Azm Status Glazing Type Location/Comments 1 Window 48.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Master Bedroom 1 2 - Window 9.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Master Bedroom 1 .3 Window 9.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Master Bedroom 1 4 Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Master Bedroom 1 5 - Window 4.5 0.350 NFRC _ 0.33 NFRC._ _ _ _ • _ 9,01 New ___, Traditional Windows_ y, Master Bedroom 1 6 Window '\ F6.0 0. 3501 NFRC :w' 0.33 NFRC 190 New V N Traditional; Windows a A t Master Bedroom 1 7 _ Window • 12.5 0.350 NFRC 1 0.33 'NFRC 270 New.,, Traditional Windows . i '_ Master Bedroom 1 8 Window 12.5- Z 0.350. NFRC f 0.33 NFRC -4270 New A,- Traditional Windows L Master Bedroom 1- 9 Window 108.0 10.350 NFRC ' 0.33 NFRC Y 0 New + Traditional Windows t.. Kitchen -Dining -Great -Hall 10 Window 4 j'48.0. ; 0.350 NFRC 0.33 NFRC A 0 New I Traditional Windows N Kitchen -Dining -Great -Hall 11 Window and 'i 48.0 -0.350 0.350 NFRC •. - -.0 0.33 NFRC � 0 New \I Traditional Windows Kitchen -Dining -Great -Hall 12 Window 4.5 0.350 NFRC 0.33 NFRC - ' 0 New Traditional Windows _ - Kitchen -Dining -Great -Hall -13 Window 4.5 0.350 NFRC 0.33 NFRC . 0 New Traditional Windows Kitchen -Dining -Great -Hall 14 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Kitchen -Dining -Great -Hall 15 Window 6.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall 16 Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 • 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 9.0 12.0 10.0 0.1 10.0 10.0 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 IBug, Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 4 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Siqned at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Additon Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 311512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments CavityTExterior Frame Interior Frame Slab 1,375 0.730 None 0 180 New 4.4.7-A1 Kitchen -Dining -Great -Hall Roof 38 0.032 R-30 0 0 New 4.2.1-A8 Bedroom 3-Great Wall 167 0.102 R-13 90 90 New 4.3.1-A3 Bedroom 3-Great Wall 276 0.102 R-13 180 90 New 4.3.1-A3 Bedroom 3-Great Wall 55 0.102 R-13 270 90 New 14.3.1-A3 Bedroom 3-Great Slab 378 0.730 None 0 180 New 4.4.7-A1 Bedroom 3-Great Slab 134 0.730 None 0 180 New 4.4.7-A1 Bedroom 3-Great Roof 1,370 0.032 R-30 0 0 New 4.2.1-A8 2nd Floor Master 2-Bed.4 Wall 336 0.074 R-19 0 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Wall 236 0.074 R-19 90 90 New 4.3.1-A5 2nd Floor Master 2-Bed. 4 Wall 477 0.074 R-19 180 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Wall 296 0.074 R-19 270 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Floor 38 0.046 R-13 0 180 New 4.4.1-A3 2nd Floor Master2-Bed.4 FENESTRATION SURFACE -DETAILS IDrWindow e Area - U-Factor SHGC Azm Status GlazingType Location/Comments 17 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall 18 ow 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall 19 ow- .64.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Kitchen -Dining -Great -Hall 20 ow 46.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Kitchen -Dining -Great -Hall 21 Window , T 4.5 0.350 NFRC 0.33 NFRC_ _ . _ __ _ _180 New __1 Traditional Windows,. - Kitchen -Dining -Great -Hall 22 Window' (4.5 0. 3501 NFRC r ;1 0.33 NFRC 180 New " Traditional, Windows / f 1 Kitchen -Dining -Great -Hall 23 Window 4.5 0.350 NFRC r 0.33 'NFRC 180 New Traditional Windows I 'I Kitchen -Dining -Great -Hall ,24 Window 5.9 Z 0.350 NFRC 0.33 NFRC _. 4270 New . -4, Traditional Windows X `` Kitchen -Dining -Great -Half 25 Window 5.9 10.350 NFRC 0.33 NFRC f V 270 New a Traditional Windows \ ti. Kitchen -Dining -Great -Hall 26 Window * j15.0 1 0.350 NFRC 0.33 NFRC 270 New ? Traditional Windows 1 Kitchen -Dining -Great -Hall' 27 : WindowA E 1,15.0 -0.350 NFRC -.0.33 NFRC ,270 New %.I Traditional Windows_`^!- .: Kitchen -Dining -Great -Hall 28 Window 48.0 0.350 NFRC 0.33 NFRC • 270 New Traditional Windows Kitchen -Dining -Great -Hall 29 Window 4.5 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall 30 Window 4.5 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall 31 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Bedroom 3-Great 32 Window 48.0 • 0.350 NFRC 1 0.33 NFRC 180 New Traditional Windows I Bedroom 3-Great (1) Ll-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin -Hat F Wd Len H t LExt RExt Dist Len H t Dist Len . H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 8.01 6.0 10.0 0.1 10.0 10.0 29 Bug Screen 0.76 30 Bug Screen 0.76 31 IBug Screen 0.76 32 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 5 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated -at CalCERTS.Com - 3/15/2012 Electronically Signed at Ca10ERTS.com by'Stephen Nieto (South West Concepts) 3/15/2012 .CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas 8t Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date, 1311512012 OPAQUE SURFACE DETAILS Surface Tyle r Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavi Exterior Frame Interior Frame FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC . Azm Status i 'Glazing Type Location/Comments 33 Window 40.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 34 Window 15.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 35 Window -f 15.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 36 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 37 Window- - 4.5 0.350 NFRC. , 0.33 NFRC 0 New Traditional Windows- 2nd Floor Master 2-Bed.4 38 Window' . \ 24.0 '0.350 NFRC i i' 0.33 1 NFRC New / 'NI Traditional. Windows ! F 1 2nd Floor Master 2-Bed.4 39 Window . 1124.0 0.350 NFRC r ' 0.33 'NFRC 90 New Traditional Windows i • 2nd Floor Master 2-Bed.4 40 Window 8.0 A 6.350 NFRC _" 0.33 NFRC :.- f 90 New •fr Traditional Windows k 2nd Floor Master 2-Bed.4 41 Window B.0 10.350 NFRC 0.33 NFRC 11 90 New k Traditional Windows N v 2nd Floor Master, 2-Bed. 4 42 _ Window ,0118.0 , 0.350 NFRC 0.33 NFRC A90 New -.1 Traditional Windows t - 2nd Floor Master 2-Bed.4 43 - WindowA f 1,15.8 _.0.350 NFRC- -*.40.33 NFRC -+ 180 New %... Traditional Windows.-'.!h4&� 2nd FloorMaster'2-Bed.4 44 Window 6.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 45 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 46 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 47 Window 1 24.01 0.350 1 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 48 Window 1 7.01 0.350 1 NFRC 0.33 NFRC 180 New Traditional Windows 12nd Floor Master 2-Bed.4 (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin H t FWd Len H t LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 ' 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 - 47 IBug Screen 0.76 48 IBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 6 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Signed_at CalCERTS.com by Stephen Nieto (South-west Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 311512012 OPAQUE SURFACE DETAILS Surface Tyle Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC2 Azm Status Glazing Type Location/Comments 49 Window 6.0 0.350 NFRC 0.33 NFRC 270 New Traditional Windows 2nd Floor Master 2-Bed.4 50 Window 6.0 0.350 NFRC 0.33 NFRC 270 New Traditional Windows 2nd Floor Master 2-Bed.4 A' 7 t, w N:'IV 1 r_ .4 1 �1 N..�,,� (1) Ll-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ' ID Exterior Shade Type SHGC Window Ove hang I Left Fin Right Fin H t Wd Len H t LExt RExt Dist Len H t Dist Len Hat 49 Bug Screen 0.76 50 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Pa e 7 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Siqned at CalCERTS.com by Stephen Nieto (South West Concepts).3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF-1 R Project Name The Villas at Madison Club Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 311512012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area Volume Year Built New Existino Altered Removed HVAC 1 Master Bedroom 847 8,470 HVAC 2 Kitchen -Dining -Great -Hall 1,655 16,550 Bedroom 3-Great 512 5,120 HVAC 3 2nd Floor Master 2-Bed.4 1,370 13,700 Totals 4,384 0 0 0 . HVAC SYSTEMS System Name O Heating Type Min. Elf. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 ' Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 * 1 Central Furimace mow; 80% AFUE Split AirConditionerA 115.0_ SEER, Setback. New i t Id I HVAC DISTRIBUTION , / 1 Y i / _ fr 1 'if; Te P li System Name Heating Cooling Duct Location :_�-eDuctU ' R-Value V, Ducts?%V Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 0 New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 a New WATER HEATING SYSTEMS System Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby, Loss or Pilot Ext. Tank' Insul. R- Value • Status A O Smith CTG-50-227 2 Small Gas Kitchen Pipe Ins 37,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length °o Q System Name Pipe Len th Pipe Diameter Insul. Thick. HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 8 of 8 Reg: 212-N0013226A-000000000-0000 Registration Date/Time: 2012/03/15 16:55:54 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Signed at CalCERTS.Com by Stephen Nieto (South West Concepts) 3/15/2012. A P,-ER�ORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name ' The Villas at Madison Club • Building Type ® Single Family ❑ Addition Alone ❑ Multi Family _ ❑ Existing+ Addition/Alteration Date 1311512012 Project Address Project Address The Cafraway Unit 1/W Office Addition L California Energy Climate Zone California Energy Climate Zone CA Climate Zone 15 P�l Cond. Floor Area Total Cond. Floor Area 4,530 Addition n/a # of Stories -2 FIELD INSPECTION ENERGY CHECKLIST 0 Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part.2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of of this form for details. INSULATION Area. • `Special A Construction Type Cavity Features see Part 2 of 5 Status _ Roof Wood Framed Attic R-30 3,215 Radiant Barrier New Wall Wood Framed R-19 4,489 New Slab Unheated Slab -on -Grade None 3,353 Perim = 299' New Door Opaque Door None 93 New Floor Wood Framed w/Crawl Space R-19 146 New Wall Wood Framed R-13 211 New i FENESTRATION, U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front (N) 159.6 0.350 0.30 none none Bug Screen New Front (N) 48.0 0.350 0p.R _,0.30_6.0,_, ,,-.,..xnone , Bug Screen pact,--, New Left (E) y 213.1 • ? 0:350 0.30A ' noneV ¢ ' _ none A' _ Bug Screen New Left (E)r ,r216.0 1 10.350 0.30 8.01 ..- `none Bug Screen —New---- Rear (S) _ t 207.2 0.350 dr30' none, 'N none _ _ _ ,J • Bug Screen er en,-n rwew 0 Right (lA�, f!18.0 '?'4 �0.350.,,,�! -0.30 no none ;;e• „ f E f�` 'New INT . ;BUILDING & SAFETY DEPT. ONSTRUCTION HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min.' Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct A Location Heating Cooling Duct Location. R-Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2' New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING Qty. ..Type - Gallons Min. Eff Distribution Status 2 Small Gas 50 0.62 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: PaLe 1 of 7 Reg: r212-N0013225A-000000000-0000 Registration Date/Time: 2012/03/15 16:59:08 HERS Provider: CalCERTS, Inc r r Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 J Electronically Signed at Ca10ERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 P,-ERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family . ❑ Existing+ Addition/Alteration Date 311512012 SPECIAL FEATURES INSPECTION CHECKLIST _ The'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 enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the s ecial justification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. HIGH MASS Design - Verify Thermal Mass. 559.0 W Covered Slab Floor, 3.500" thick at Bedroom 2 & 3 HIGH MASS Design - Verify Thermal Mass: 291.0 W Exposed Slab Floor, 3.500" thick at Bedroom 2 & 3 , HIGH MASS Design - Verify Thermal Mass: 120.0 ft2 Covered Slab Floor, 3.500" thick at Kitchen -Dining -Great --Hall HIGH MASS Design - Verify Thermal Mass: 1,356.0 ftz Exposed Slab Floor, 3.500" thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass: 767.0 W Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 260.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom The Roof R-30 Roof Attics includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. t � HERS REQUIREDYERIFICATION1; Items in thins ctiori require field testing`and/or verification by a certlf. a HERS Rater^The inspector must receive a com leted CF-4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACA460/58CVX110 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACA460158CVXI10 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACC648158CVX090 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. ' The HVAC System HVAC 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to. verify that duct leakage meets the specified criteria. Erie Pro 5.1 by Ene Soft User Number. 6712. RunCode: 2012-01-25T13:52.47 ID: Pa e 2 of 7 Reg: 212-N0013225A-000000000-0000 Registration Date/Time: 2012/03/15 16:54:08 HERS Provider: CalCERTS„ Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.coin - 3/15/2012 Electronically Signed at CalCERTS.cbm by Stephen Nieto (Soutli'West Concepts).3/15/2012 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type 0 Single Family ❑ Addition Alone I Date The Villas at Madison Club ❑ Multi Family ❑ Existing+ Addition/Alteration 1311512012 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2- r North East South - West Space Heating 5.18 5.79 -0.60 5.56 -0.38 6.43 -1.25 6.95 -1.77 Space Cooling 54.80 44.90 9.90 45.79 9.02 45.26 9.54 • , 44.79 10.01 Fans 10.97 15.80 -4.82 16.06 -5.08 15.96 -4.99 15.87 -4.90 Domestic Hot Water 7.58 8.82 -1.24 8.82 -1.24 8.82 -1.24 8.82 -1.24 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 78.54 75.31 3.23 76.22 2.32 76.48 2.06 76.44 2.10 Percent Better Than Standard: 4.1% 2.9 i 2.6 i 2.7 i BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 1,649 208 Fuel Available at Site: Natural Gas (E) 1,395 429 Raised Floor Area: 146 (S) 1,516 207 Slab on Grade Area: 3,353 .1,095 18 Average Ceiling Height:, 10.0 Roof 3,215 0 Fenestration Average U-Factor: 0.35 TOTAL: - 862 Average SHGC: 0.30 Fenestration/CFA Ratio: 19.0 i REMARKS 95sq. ft. added to second floor conditionrd space for the stairs TEO4 ♦ Y•. STATEMENT OF COMPLIANCE I This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts'l the Administrative -Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 3115/2012 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility 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, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Address 78-115 Calle Estado, Suite 201 Name South West Concepts, City/State/Zip La Quinta, Ca 92253 Phone (760) 564-4707 Signed License # Date Ene Pro 5.1 by EnemySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: Pa e 3 of 7 ■ Reg: 212-N0013225A-000000000-0000 Registration Date/Time: 2012/03/15 16:54:08 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 3/15/2012 Electronically Signed at CalCERTS.com by Stephen Nieto (South..West Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name . The Villas at Madison Club Building Type ® Single Family 13Addition Alone • ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/15/2012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame Roof 355 0.032 R-30 0 0 New 4.2.1-A8 Bedroom 2 & 3 Wall 405 0.074 R-19 0 90 New 4.3.1-A5 Bedroom 2 & 3 Wall 40 0.074 R-19 90 90 New 4.3.1-A5 Bedroom 2 & 3 Slab 559 0.730 None 01 180 New 4.4.7-A1 Bedroom 2 & 3 Slab 1 291 0.730 None 0 180 New 4.4.7-A1 Bedroom 2 & 3 Roof 656 0.032 R-30 0 0 New 4.2.1-A8 Kitchen -Dining -Great -Hall Wall 425 0.074 R-19 0 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 686 0.074 R-19 90 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 512 0.074 R-19 180 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 353 0.074 R-19 270 90 1 New 4.3.1-A5 Kitchen -Dining -Great -Hall Door 24 1.450 None New 4.5.1-A1 Kitchen -Dining -Great -Hall Door 48 1.450 None New 4.5.1-A1 Kitchen -Dining -Great -Hall Slab 120 0.730 None New 4.4.7-A1 Kitchen -Dining -Great -Hall Slab 1,356 0.730 None 1900'New New 4.4.7-A1 Kitchen -Dining -Great -Hall Roof 1,027 0.032 R-30 New 4.2.1-A8 Master Bedroom Wall 214 0.074 R-19 14.3.1-A5 Master Bedroom FENESTRATION SURFACE DETAILS ID Type Area - - LI-Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Window 12.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Bedroom 2 & 3 2 Window 48.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Bedroom 2 & 3 3 Window 48.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Bedroom 2 & 3 4 Window 3.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Kitchen -Dining -Great -Hall 5 Window - - 3.0 0.350 NFRC _ . , .0.30 NFRC 0 New- -_ Traditional Window _ Kitchen -Dining -Great -Hall 6 WindowP 'N/7.0 0.350 NFRC r f 0.30 NFRC `\i0 New / ti Traditional.Window.f // ', Kitchen -Dining -Great -Hall 7 Window ' 7.0 •0.350 1 NFRC r 0.30 INFIRC 0 New, Traditional Window, t • Kitchen -Dining -Great -Hall 8 Window 10.5 ^0.350 NFRC 0.30 NFRC .-4 90 New., ff Traditional Window >, Kitchen -Dining -Great -Hall 9 Window 108.0 10.350 NFRC 0.30 NFRC V 90 New Traditional Window . 'i Kitchen -Dining -Great -Hall 10 Window 40108.0 , 0.350 NFRC 0.30 NFRC A90 New, .t Traditional WindowA ; Kitchen -Dining -Great -Hall 11 ' Window, I t-.7.0 _0.350 NFRC= . - r0.30 NFRC : A' ` 90 New '+..Traditional Window Kitchen-Dining-Great-Hall 12 Window 7.0 0.350 NFRC 0.30 NFRC 90 New, Traditional Window Kitchen -Dining -Great -Hall 13 Window 7.0 0.350 1 NFRC 0.30 NFRC 90 New Traditional Window Kitchen -Dining -Great -Hall 14 Window 7.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window Kitchen -Dining -Great -Hall 15 Window 12.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 16 Window 40.0 0.350 NFRC 0.30 1 NFRC 1 1801 New Traditional Window Kitchen -Dining -Great -Hall (1) Ll-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value' 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin H t , Wd Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 9.0 12.0 8.0 0.1 &0 8.0 10 Bug Screen 0.76 9.01 12.0 8.0 0.1 8.0 8.0 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 IBug Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: Pa e 4 of 7 Reg: 212-N0013225A-000000000-0000 Registration Date/Time: 2012/03/15 16:54:08 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.Com - 3/15/2012 Electronically Siqned at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 311512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 - Location/Comments Cavi Exterior Frame Interior Frame Wall 123 0.074 R-19 90 90 New 4.3.1-A5 Master Bedroom Wall 458 0.074 R-19 180 90 New 4.3.1-A5 Master Bedroom Door 21 1.450 None 180 90 New 4.5.1-A1 Master Bedroom Wall 2621 0.074 R-19 270 90 New 4.3.1-A5 Master Bedroom Slab 767 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Slab 260 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Roof 986 0.032 R-30 0 0 New 4.2.1-A8 2nd Floor Master Wall 276 0.074 R-19 0 90 New 4.3.1-A5 2nd Floor Master Wall 117 0.074 R-19 901 90 New 4.3.1-A5 2nd Floor Master Wall 300 0.074 R-19 180 90 New 4.3.1-A5 2nd Floor Master Wall 318 0.074 R-19 270 90 New 4.3.1-A5 2nd Floor Master Floor 146 0.037 R-19 0 180 New 4.4.1-A4 2nd Floor Master Roof 191 0.032 R-30 0 20 New 4.2.1-A8 Office Wall 121 0.102 R-13 0 90 New 4.3.1-A3 Office Wall 181 0.102 R-13 180 90 New 4.3.1-A3 Office Wall 721 0.102 1 R-13 1 1 1 2701 90 1 New 4.3.1-A3 Office FENESTRATION SURFACE DETAILS ID Type Area 'U-Factor ISHGCz Azm Status Glazing Type Location/Comments 17 Window 12.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 18 Window 12.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 19 Window 40.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 20 Window 12.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 21 Window R 6.0 0.350 NFRC _ 0.30 NFRC _ _-0 New _. Traditional Window Master Bedroom 22 Window' '108.0 0.350 NFRC f 0.30 NFRC - 90 New [ Traditional. Window If \ Master Bedroom 23 Window ' 2.6 0.350 NFRC t 0.30 'NFRC 90 New _ Traditional Window' + " Master Bedroom 24 Window 2.6 --0.350 NFRC x 0.30 NFRC -4180 New, Traditional Window \ ,i Master Bedroom zc -- 25 Window 12.6 10.350 NFRC 0.30 NFRC v 180 New Traditional Window N Master Bedroom:. ,r►.� 26 Window , J 9.0 , 0.350 NFRC . 0.30 NFRC .180 New J Traditional WindowA t Master Bedroom i - 27 Window4! L 9.0 _.0.350 NFRC- -.0.30 NFRC 180 New '+. Traditional Window Master Bedioomto 28 Window 9.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Master Bedroom 29 Window 6.0 0.350 NFRC 0.30 NFRC 270 New Traditional Window Master Bedroom 30 Window 6.0 0.350 NFRC 0.30 NFRC 270 New Traditional Window Master Bedroom ` 31 Window 10.0 0.350 NFRC 0.30 NFRC 0 New. Traditional Window 12nd Floor Master 32 Window 10.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window 12nd Floor Master (1) LI-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Overhang Left Fin Right Fin H t Wd Len H qqt LExt RExt Dist Len . H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Sheen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 lBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: Page 5 of 7 Reg: 212-N0013225A-000000000-0000 Registration Date/Time: 2012/03/15 16:54:08 HERS'Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at C610ERTS.COm - 3/15/2012 Electronically Signed at CalCERTS.com by Stephen Nieto (South West Concepts) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date' 3/15/2012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavi Exterior Frame Interior Frame FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 6.0 0.350 NFRC 0.30 1 NFRC 0 New Traditional Window 2nd Floor Master 34 Window 13.5 0.350 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 35 Window ' 18.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 36 Window 13.5 0.350 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 37 Window 4 12.0 0.350 NFRC _0.30 NFRC _. _ 90 New _ Traditional Window, 2nd Floor Master ' 38 Window` N40.0 0.350 NFRC / X 0.30 NFRC !90 New!, Traditional, Window.gr lff i 2nd Floor Master 39 Window 1012.0 0.350 NFRC l 0.30 `NFRC 90 New, Traditional Window t " 2nd Floor Master 40 Window 40.0 lc0.350. NFRC 0.30 NFRC ' ..4180 New, .-.e Traditional Window �_ 2nd Floor Master• i--•.,- 41 Window „7.0 10.350 NFRC 0.30 NFRC V 180 New Traditional Window 5, 2nd Floor Master.,, 42 Window 4 6.0 0.350 NFRC 0.30 NFRC 270 •New t Traditional Windowit t 2nd Floor Master 43 Windows J (.•,2.6 _ 0.350 NFRC. .w0.30 NFRC cf-'/ 0 New Traditional Window<Z"--ei Officers [ Jr1,►b (1) LI-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS _ ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin H t Wd Len H t ' LExt RExt Dist Len Hot Dist Len Hot 33 Bug Screen a 76 34 Bug Screen 0.76 ' 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen a76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 EnergyPro, 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: Page 6 of 7 Reg: 212-N0013225A-000000000=0000 Registration Date/Time: 2012/03/15 16:54:08 HERS Provider: Ca10ERTS, Inc —•Electronically Filed by Tim Scott and Authenticated at CalCERTS..com 3/15/2012 Electronically Sianed at CalCERTS.com by Stephen Nieto (South West-Concepti) 3/15/2012 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name The Villas at Madison Club Building Type [a Single Family 0 Addition Alone 0 Multi Family 0 Existing+ Addition/Alteration o7 Date 311512012 ,BUILDING ZONE INFORMATION System Name Zone Name Floor Area (ff) Volume Year Built New Existino Altered Removed HVAC 1 Bedroom 2 & 3 850 8,500 Kitchen -Dining -Great -Hall 1,476 14,760 HVAC 2 Master Bedroom 1,027 10,270 HVAC 3 2nd Floor Master 986 9,860 Office 191 1,719 Totals 4,5301 01 01 0 HVAC SYSTEMS System Name - Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 wV-AtZ-" 1 Central Furnace -#_ 80% AFUE Split Air Conditioner 45.0 SEER Setback New Z� HVAC DISTRIBUTION all r X '.4 A 11 _fj J ! P System Name Heating Coolinq Duct Location -��Duct)_A,;-," •R-VaCue - k� Ducts:rC Tested? Status I HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New 0 0 WATER HEATING SYSTEMS System Name Qty Type • Distribution Rated Input (Btuh) - Tank 'Cap. (qal ) Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A 0 Smith CTG-50-227 2 Small Gas All Pipes Ins 37,000 50 0.62 n1a n1a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft) .0 Co System Name Pipe Lenqth Pipe Diameter Insul. -Thick. Qty. HP Plenum Outside Buried 0 0 0- 0 0 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T13:52.47 ID: Page 7 of 7 Reg: 212-N0013225A-000000000 -0000 Registration Date/Time: 2012/03/15 16:54:08 HERS Provider: CalCERTS, Inc PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: _ BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 R VERSME COUNTY FUM DEPARTuMT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 - Fax (760) 863-7072 www,rvcfire.org April 24, 2012 QU NTA CITY OF LA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRU C.F.B Fire to Z BY—v=* 21386 Lilum Ct. DAT .Moreno Valley, CA 92557 Re: Residential Fire Sprinkler Plan Review (he Gatsby,,The Villas at Madison La Quinta, CA 92253 The above referenced sprinkler plans have been reviewed and are acceptable by the Riverside County Fire Department and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. 2) Permanently marked identification signs shall be attached to all control valves. 3) ` A sign shall be located adjacent to the alarm bell worded as follows: SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 4) A warning sign, -with minimum 'A inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire *protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: ; (a)+ Fire Riser Flush. (b)+Overhead Rough and Hydro static test. All piping shall be visible and pumped at. . normal operating pressure. - (c) Final inspection. The Fire Department job card, approved plans and conditions - letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours.' rior to the requested inspection date.. All, questions regarding the meaning of these conditions should be referred to, -the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedule, inspection: Sincerely, By 'Jason Stubble Fire Safety Specialist S A PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RPAMSIM COUNTY FNW DEPAR'7'MEW IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org April 24, 2012 C.F.B Fire 21386 Lilum Ct. Moreno Valley, CA 92557 I� ��IDE G4�Y OF 8< SPAF� 13UILD1�G' ®\J pp of TRUCTIoN FDR C �. 60 tZgY DA Re: Residential Fire Sprinkler Plan Review 'TheCarraway; The Villas at Madison La Quinta, CA 92253 t i The above referenced sprinkler plans have been reviewed and are acceptable by the Riverside County Fire Department and are approved with the following conditions: ./ 1) Approval of these plans does not include the piping of the underground system. 2) Permanently marked identification signs shall be attached to all control valves. r 3) A sign shall be located adjacent to the alarm bell worded as follows: SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 4) A warning sign, with minimum'/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the "pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Fire Riser Flush - (b) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (c) Final inspection: The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior, to the requested inspection date: All questions regarding the meaning of these conditions should be. referred to the 'Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection. Sincerely, By Jason Stubble Fire Safety Specialist CFB FIRE SPRINKLER DESIGN 21386 LILIUM CT MORENO VALLEY,CA 92557 HYDRAULIC CALCULATIONS FOR, GATSBY MADISON CLUB. FILE NUMBER: GATSBY DATE: 3-7.-12 -DESIGN DATA - CITY OF LA QUINTA, BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT151r-> 12 "BY - OCCUPANCY CLASSIFICATION: DENShTY: 05 9 pm/sq ft :. :.: AREA'OF APPLICATION: 800 sq. ft. COVERAGE PER..S_PRINKLER: .4-00 "sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 40.7 gpm TOTAL WATER REQUIRED (including hose): 45.7 gpm FLOW AND PRESSURE (@ BOR): 58.4 gpm @ 40.7 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: OWNER DESIGN/LAYOUT BY: B.B. CALCULATIION BASED ON WORST CASE 20'X20', SPACING AUTHORITY HAVING JURISDICTION: RIVERSIDE.CO., LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 499210, NICET III, 68786 SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 3/7/2012 `-JOB TITLE: , WATER SUPPLY DATA .SOURCE STATIC NODE PRESS. TAG (PSI) SOURCE 90.0 RESID. FLOW PRESS. @ (PSI) (GPM) 80.0 1500.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 90.0 45.7 Page 2 C:\HES\GATSBY.SDF REQ'D PRESS. (PSI) 66..3 TOTAL FLOW AT SOURCE 45.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5.0 GPM OTHER HOSE STREAM. ALLOWANCES.: 0.0 GPM ..: TOTAL DISCHARGE- FROM.ACTIVE .. SPRINKLERS'-..-,'-40.7 GPM- NODE ANALYSIS. -DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1. 9.0 K= 4.90 16.7 20.0 2 9.0 K= 4.90 17.9 20.7 3 9.0 - - - - 22.9 - - - 4 9.0 - - - - 33.4 - - - 5 9.0 - - - - 36.8 - - - TOR 9.0 - - - - 48.5 - - - BOR 0.0 - - - - 58.4 - - - SOURCE 0.0 SOURCE 66.3 40.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/7/2012- C:\HES\GATSBY.SDF -JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.0 1.101 PL 17.92 PF 1.2 1 9.0 4.9 16.7 20.0 6.7 150 FTG ---- PE 0.0 2 9.0 4.9 17.9 20.7 0.068 TL 17.92 PV Pipe: 2 -40.7 1.101 PL 18.70 PF 5.0 2. 9.0 4.9 17.9 20.7 13.7 150 FTG 1..0 PE 0.0 3 9.0 0.0 22.9 0.0 0.253 TL 19.70 PV Pipe.:..3 40 Z .. 1 . 101.. Pt 2.4:. 66 PF 10.6 _...... 3:::._.... 9.0 0..:.0 _22.9 0.0 13_T....`°..... 150 FTG 17...0 PE 0:0 A ` ' 9.0 0:0 """3 3 . 4 0.0 0.253 TL 41. 66 PV Pipe: -4 23..9 .1:101 PL 28.50 PF- 3:4 4 9.0 0.0 33.4 0.0 8.1 150 FTG 7.0. PE 0.0 5 9.0 0.0 36.8 0.0 0.095 TL 35.50 PV Pipe: 5 -16.8 1.101 PL 53.00 PF 3.4 4 9.0 0.0 33.4 0.0 5.7 150 FTG 15.0 PE 0.0 5 9.0 0.0 36.8 0.0 0.049 TL 68.00 PV Pipe: 6 -40.7 1.101 PL 20.00 PF 11.7 5 9.0 0.0 36.8 0.0 13.7 150 FTG 26.0 PE 0.0 TOR 9.0 0.0 48.5 0.0 0.253 TL 46.00 PV Pipe: 7 -40.7 1.101 PL 9.00 PF 6.1 TOR 9.0 0.0 48.5 0.0 13.7 150 FTG 15.0 PE 3.9 BOR 0.0 0.0 58.4 0.0 0.253 TL 24.00 PV Pipe: 8 -40.7 1.400 PL 100.00 PF 7.9 BOR 0.0 0.0 58.4 0.0 8.5 150 FTG ---- PE 0.0 SOURCE 0.0 SRCE 66.3 (N/A) 0.079 TL 100.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 27030354 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0`.011 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.7 ft/sec at pipe 2. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/7/2012 C:\HES\GATSBY.SDF .-JOB TITLE: (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.400 3.22 6.44 2.15 7.51 6.44 1.07 10'.73 10.73 6.44 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) •:E L • B...:::.....R C G e 45 El Bt RunT .. Cplg S.WCk Gate 1.101 -1.00 5.00 5:00 1.00 1.00 8:00 2.0'0 CFB FIRE SPRINKLER DESIGN 21386 LILIUM CT .MORENO VALLEY,CA 92557 HYDRAULIC CALCULATIONS FOR CARRAWY MADISON CLUB. FILE NUMBER: CARRAWY DATE: MAR 5, 2012 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CITY OF LAOUINTA, BUILDING & SAFETY DEPT.. APPROVED FOR CONSTRUCTION DATE 451 10 I Y� DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION- 512 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER Of SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 28.3 gpm TOTAL WATER REQUIRED (including hose): 33.3 gpm FLOW AND PRESSURE (@ BOR) 33.3 gpm @ 28.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OFCONTRACTOR: OWNER DESIGN/LAYOUT BY: B.B. AUTHORITY HAVING JURISDICTION:, RIVERSIDE CO. INDIO DIVISION CONTRACTOR CERTIFICATION.NUMBER:, 499210, NICET 111, 68786 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/5/2012 C:\HES\CARRAWY.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. .TOTAL REQ'D NODE PRESS. PRESS. Q PRESS. Q DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI). SOURCE 90.0 80.0 1500.0• 90.0 33.3 32.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 K= 4.90 8.2 14.0 2 0.0 K= 4.90 8.5 14.3 3 0.0 - - - - 9.5 - - - 4 0.0 - - - - 9.6 - - - 1A 0.0 - - - - 9.5 - - - 2A 0.0 - - - - 9.5• - - - TOR1. 0.0 - - - - 10.2 - - - T 0.0 - - - - 12.8 - - - T1 0.0 - - - - 16.9 - - - TOR2 0.0 - - - - 11.9 - - - TOR 0.0 - - - - 24.3 - - - CV1 4.0 - - - - 23.2 - - - CV2 4.0 - - - - 26.2 - - - BOR 0.0 - - - - 28.6 - - - MTR1 0.0 - - - 29.0 - - - MTR2 0.0 - - - - 32.0 - - SOURCE 0.0 SOURCE 32.3 28.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/5/2012 C:\HES\CARRAWY.SDF JOB TITLE: PIPE. DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW-(C) (-FT,) SUM. NODES (FT) (K) .(PSI) (GPM), FL/FT (PSI) Pipe: 1 -14.0 1.109 PL 25:50 PF 1.3 1 0.0 4.9 8.2 14.0 4.7 150 FTG 13.0 PE 0.0 3 0.0 0.0 9.5 0.0 0.034 TL 38.50 PV Pipe: 2. -14.3 1.109 PL 31.50 PF 1.7 2 0.0 4.9 8.5 14.3 4.7 150 FTG 16.0 PE. 0.0 TOR1 0.0 0.0 10.2. 0:.0 0.035 TL 47.50 PV " Pipe: 3 0.0 1.109 PL 6.50 PF 0.0 lA 0.0 0.0 9.5 0.0 0.0 150 FTG ---- PE 0.0 2A 0.0 0.0 9.5 0.0 0.000 TL 6.50 PV .Pipe: 4 0-.0 1.1.09 PL_ 21.00 PF 0.0 2A 0.0 0.0 9.5 0.0 0.0 150 FTG 6.0 PE 0.0 3 0.0 0.0 9.5 0.0 0.000 TL 27.00 PV Pipe: 5 -14.0 1.109 PL 1.50 PF 0.1 3 0.0 0.0 9.5 0:0 4.7 150 FTG 1.0 PE 0.0 4 0.0 0.0 9.6 0.0 0.034 TL 2.50 PV Pipe: 6. -14.0 1.109 PL 11.00 PF 0.6 4 0.0 0.0 9.6 0.0 4.7 150 FTG 7.0 PE 0.0 TOR1 0.0 0.0 10.2 0.0 0.034 TL 18.00 PV Pipe: 7 -28.3 1.109 PL 9.00 PF 1.7. TOR1 0.0 0.0 10.2 0.0 9.4 150 FTG 5.0 PE 0.0 TOR2 .0-.01 0.0 11.9 0.0 0.125 TL'•' 14.00 PV Pipe: 8 -28.3 1.109 PL 2.50 PF -0.9 TOR2 0.0 0.0 11.9 0..0 9.4 150'FTG 5.0 PE 0.0 T 0.0 0A 12.8 0.0 0.125 TL 7.50 PV Pipe: 9 -15.8 1.109 PL 75.00 PF 4..0 ` T 0.0 0.0 12.8 0.0 5.2 150 FTG 20.0 PE 0.0 T1 0.0 0.0 16.9 0.0 0.042 TL 95.00 PV Pipe: 10 -12.5 1.109 PL 116.00 PF 4.0 T 0.0 0.0 12.8 0.0 4.2 150 FTG 29.0 PE 0.0 . T1 0.0 0.0 16.9 0.0 0.028 TL 145.00 PV Pipe.: 11 - -28.3 1.109 PL 33:50 PF 7.4 T1 0.0 0.0 16.9 0.0 9.4 150 FTG 26.0 PE 0.0 TOR 0.0 0.0 24.3 0.0 0.125 TL 59.50.. PV Piper 12 -28.3 1.109 PL 5.00 PF 0.6 TOR 0.0 6.0 24.3 0.0 9.4 150 FTG ---- PE -1.7 CV1 4.0 0.•0 23.2 0.0 0.125 TL 5.00 PV Pipe.: 13 FIXED PRESSURE LOSS DEVICE CV2 4.0 0.0 26.2 0.0 3A psi, 28.3 gpm CV1 4.0 0.0 23.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/5/2012 C:\HES\CARRAWY.SDF JOB.TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH, PRESS'. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT., (PSI) Pipe:.14 -28.3 .2.067 PL 4.00 PF 0.1 CV2 4.0. 0.0- 26.2 0.0 2.7 150 FTG 7.0 PE 1.7 BOR 0.0 0.0 28.0 0.0 0.006 TL 11.00 PV. Pipe: 15 -28.3 1.602 PL 50.00 PF 1.0 BOR 0.0 0.0 28.0 0.0 4.5 150 FTG ---- PE 0.0 MTR1 0.0 0.0 29_0 0.0 0.021 TL` 50:00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE MTR2 0.0 0.0 32.0 0.0 3.0 psi, 28.3 gpm MTR1 0.0 0.0 29.0 0.0 Pipe: 17 -28.3 1.602 PL 15..00 PF 0.3 MTR2 0.0 0.0 32.0 0.0 4.5 150 FTG ---- PE 0.0 SOURCE 0..0 SRCE 32.3 (N/A) 0.021 TL 15.00 PV NOTES'(HASS): (1)_ Calculations were. performed by the HASS 8.2 computer program under license no. 27030354 granted by HRS Systems, Inc.. 208 South Public Square. Petersburg,.TN 37144 (931) 659-060 (2) The system has been calculated to provide an average imbalance at each node of 0.007.gpm a_nd.a maximum imbalance.at any node of 0.112 gpm. (3) Total pressure at each node is used in.balancing the system. Maximum water velocity is 9.4 ft/sec at pipe 7. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyViv GatV1v AlmChk DPVly NPTee 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 13.11 6.56 1.602 3.90 7.81 1.95 8.78 5.86 0.98 9.76 -9.76 7.81 HIRE PROTECTION, SYSTEMS MATERIAL & EQUIPMENT SUBMITTAL TYPICAL FOR ALL MADISON CLUB PROJECTS PRO2607 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE� BY f/4 MIA S A 7. A, fA 04 MOW IA 02AZ49:4 OA CONTRACTOR C.-F, B. FIRE PROTECTION, INC. 21386 LILIUM COURT MORE.NO VALLEY., CA 92557 LICENSE NO. C16-49210 _EIETIL I&M Sw FIRE SPRINKLER CORPORATION PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION , The Globe Model GL4110 and GL4910 Residential Sprinklers -have a low profile yet durable design which utilize a3mm'frangible� ` glass ampule as the thermosensitive• element. :They feature . economy, aesthetics and low flow: The combination of the 3mm frangible glass ampule .and 1_b specially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers,the ultimate in life safety and fire control. f These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laborato- ries Inc. as described in the UL Standard for Residential Sprinklers for Fire. Protection Service, UL 1626, and should be used accord-, ingly. • These sprinklers. should also be installed in accordance ' +17, with the appropriate NFPA Standard 13,13D or 13R and under the direction of the approving authorities having jurisdiction. r The heart of Globe's Model GL4110 and GL4910 sprinklers RESIDE"°T°^L proven actuating assembly is a hermetically sealed frangible . ° -PENDENT glass ampule That contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increas- , ing the internal pressure. At the ,prescribed temperature the internal pressure within the ampule exceeds the strength. of the' glass causing the glass to shatter.' This results in'water'discharge' which is distributed in an approved pattern. TECHNICAL DATA - a See reverse`side for Approvals and Specifications. ®Temperature Rating - 1550F (68°C), 175OF (79°C). — + „ 0 Water Working Pressure Rating -175 psi (12 Bars). a Factory tested hydrostatically to 500 psi (34 Bars). - * Maximum low temperature glass bulb rating is -670F (-550C). RESIDEN t. - ® Frame - bronze ® Deflector - brass .9 Screw - brass RECESSEDPENDENT Bulb seat.- copper ®- Spring - nickel alloy ® Seal - teflon a Bulb - glass with alcohol based solution, 3mm size. , ®Escutcheon Assembly - steel *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING µ AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM-, CLASSIFICATION . TEMPERATURES COLOR CEILING TEMPERATURE' ORDINAFa( FED 1Q F 38 ,__ INTERI IEDIATE 175 79° R _ �. YR—LOW _0 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-45M FAX9897846-9231 } • JANUARY2009 - A-1 + BULLETIN GL4110/GL4910, REV. #5 RESIDENTIAL AuTownc SPRINKLERS MODEL GL4110 & GL4910 PENDENT a RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN MODEL K FACTOR ' THREAD SIZE LENGTH PUNISHES 155-F 680C 175-F 79°C3 cUL� NYC - DOB MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 12 NPT 2 10 Chrome X X X X (6A cm) White Polyester2 GL4910 Nomi4.ninal (68 metric) Black Polyester2 Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. INSTALLATION DATA PENDENT AND RECESSED PENDENT ' HNISKtS AVAILAbLt UN SF'tL:IAL UKLIW-L 2 C-U.L. LISTED CORROSION RESISTANT - POLYESTER MUST BE SPECIFIED ON ORDER. 1175-F LISTED FOR UP TO W x 1V ROOM SIZE. MODEL MAXIMUM AREA OF COVERAGE MINIMUM WATER DISCHARGE & PRESSURES NEEDED PER SPRUNKLER GL4110 12' x 12' 11 G P.M. - 7.2 P.S.I. 14' x 14' 12 G.P.M. - 8.6 P.S.I. 16'x16' 14 GP.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT GL4910 12' x 12' 13 G.P.M. - 7 P.S.I. 14' x 14' 14 GP.M. - 82 P.S.I. 16' x 16' 14 G.P.M. - 82 P.S.I. 18' x 18' 18 GRM. -13.5 P.S.I. 20' x 20' 20 GRM. - 16.7 P.S.I. 'WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS, A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. CROSS SECTION ORDERING INFORMATION 2 15/16- DIAL 27 HOLE 11N Dik - Quantity '- Model Number - Style 1 29/32- ola ° Orifice a Temperature - Finishes desired 1- X 1/2' - Quantity - Wrenches - PM 325390 REDUCER - Quantity - Recessed Wrenches - PM 325391 �. 11 14, - Quantity - Proctective Caps - PM 327109-CAP I 1/6• MILL (Friction Fit Recesed) CEI NG 1/6- 1- MIN. 1 1/2- MAX. 5/6- MAX. . GLOBE' PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- _ rial or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale -(Our Price List). 4077AIRPARKDRIVE, STANDISH, MI{G IGAN 48658 989-8464583 FAX 9 Y 46-9231 1-800-248-0278 www.globes'01*6!der.com i6!der.com JANUARY2009 PRINTED U.S.A. BULLETIN GL4110/GL4910. REV. #5 Models Available LIL/FM Models SSM24-6 SSM24-8 SSM24-10 SSV120-6 SSV120-8 SSV120-10 ULC/Canadian Models SSM24-6A SSM24-BA SSM24-10A SSV120.6A SSV 120-BA SSV120.10A Weatherproof Back Box W BB Product Overview Approved for indoor and outdoor use System Sensor's SSM and SSV series bells are tow current, high decibel noii6ca- tion appliances for use in fire and burglary systems or other signaling applications. Love current draw High dB output Reliable Performance. The SSM and SSV series provide loud resonant tones. The SSM series operate on 24VDC and are motor driven, while the SSV Three sizes available 6", 8", 10" series operate on 120VAC utilizing a vibrating mechanism. AC and DC models Simplified Installation. For indoor use, .the SSM and SSV series mount to a DC models are polarized for use with standard 4 inch square electrical box. For outdoor applications, weather - Supervision circuitry proof back box, model number WBB; is used. Mount directly to standard 4" square The SSM and SSV series come pre -wired, to reduce installation time. The SSM electrical box series incorporate a polarized electrical design for use with supervision circuitry. Engineering Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 6"/8"/10" (specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi -flush mounting. Outdoor surface mounted installations shall be weath- erproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4 " square electrical box having a maximum pro- jection of 21/2". Bells shall be located as shown on the drawings or as �L uLC determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State LISTED O m� Fire Marshal, and approved by Factory Mutual and MEA. Models Available WFDT Waterflow Detector WFDTA Waterflow Detector (ULC/Canadian) , WFDTNR Waterflow Detector ( non -retard) Replacement Parts A77-01-02 Terminal Block for WFDT A77-01-08 Terminal Block for WFDTNR A3008-00 Retard Mechanism PRK9 Paddle Kit 546-7000 Cover Tamper Switch Kit S07-66-02 Tamper Screws for Cover WFDW Cover Wrench W FDN4 NEMA-4 Gasket Kit C58-164-01 Metal Cover Product Overview Sealed retard mechanism (Model WFDT) assures that the retard is not contama nated by dust and dirt when the cover is removed Visual Switch Activation (Model WFDT) permits installer to accurately set the retard even under extremely noisy conditions 100%, Synchronization activates both alarm panel and local bell simultaneously System Sensor WFDT Retard and WFDTNR Non -Retard T-Tap Waterflow Detectors are designed for primary signaling in residential systems and branch line signaling in larger systems. Both models fit any tee that has a 1" NPT branch, including: 1", 1:14" and 1%" NPT threaded ferrous and brass tees; 1", 1%", 1%" and 2" copper sweat tees; Central, Spears®, and Victaulic® brand 1" CPVC tees; and 1%0 polybuty- lene tees. Design. The design of the WFDT and WFDTNR makes them easy to install and simple to maintain. Either can be mounted in the vertical or horizontal posi- tion. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism (Model WFDT only) and switch assemblies are field - replaceable. Accommodates up to 12 AWG wire Features. Nine different flexible plastic paddles fit 1", 11/4", 11h" and 2" tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDT and WFDTNR include a durable tamper resistant enclosure and rugged switch assembly. The long lasting covers completely enclose the electrical components to keep out dust and dirt. Improved self-guid- �^ ® NM ing security screws and removal tools make detectors resistant to tampering and t� simplify field maintenance. Dual SPDT switches are enclosed in a durable termi- Lff= approved nal block for added strength. FEATURES: ft jt C E FOR FIRE SPRINKLER CORPORAINOR; .. ff- DRYSPRINKLER RECESSED WRENCH } P/N 337014 ,. /z NPTSTANDARDWRENCH _ P/N 325390 — — 3/4 NPT RECESSED WRENCH . P/N 325401 ,),. ," •3/4n•NPT STANDI"1RD WRGI�{rH '. � _: � ._ ;. .. P/N 312366 - - 'h" NPTRECESSED/CONCEALEDWRENCH 'PIN325391 9F Im 3/a° NPT EXTRA LARGE ORIFICE WRENCH .P/N 333010 - RESIDENTIAL $IDEWALL RECESSED WRENCH P/N 327102 1/2" NPT1 ° ADd ` ,.--- _ ._ P# 1?32765 -- u1 . 1/2 4 P/N t 2'_Yj3Q JULY2009 B-4 BULLETIN SPRWR, REV. #3 s tqC0 Fire &Building I�Products Technical Services:'Tel: (800) 381-9312 / Fax: (800) 791-5500 For Spilhider Systems and Devidw i FPA 130gning Requirefflenft,' Genera t e10cr#000i ' Identification Signs (Ref. Figure 1) are designed to provide information to the end user about the sprinkler system and its components. They are avail- able with a variety of wording combi- nations to meet the signing require- ments of NFPA 13. _ The five basic types of identification Signs are as follows: Type A- Control Valve Sign Type 13- Multi -Purpose Text Signs (See Below) Type D• Fire Alarm Sign Type E- Hydraulic Calculation Sign Type B- Identification Signs are avail- able with the following text options: AIR CONTROL AIR LINE ALARM TEST ANTIFREEZE SYSTEM AUXILIARY DRAIN CONTROLVALVE DRAIN DRAIN VALVE INSPECTORS TEST MAIN CONTROL MAIN DRAIN Page I of 4 WARNINGS The Identification Signs described herein must be installed and main- tained in compliance with this docu- meM as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing Jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinider manufacturer should be contacted with any questions. sec n®cal Data material &Finish 18 gauge aluminum with mylarfacing. Width x Height inches (mm) Type A 9 x 7 (229 x 178) Type 6x2 (152x51) Type C 73A x 1Y4 (197 x 32) Type D 9 x 7 (229 x 178) Type E 5 x 7 (127 x 178) Instaffat®®n The Identification Signs are provid- ed with 1A Inch (3,2 mm) diameter or larger holes (or slots) in the comers for easy attachment using standard hard- ware chain, wire, plastic lock ties, or light gauge metal strap (not included). l Care and Maintenance The following inspection procedure must be performed as indicated, in ad7 dition to any specific requirements of the NFPA, and any impairments must be immediately corrected - The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as .with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority hav- ing jurisdiction_ The installing contrac- tor or product manufacturer should be contacted relative to any questions. it is recommended that automatic sprin- kler systems be inspected, tested, and maintained by a qualified Ins¢ection Service in accordance with local re- quirements and/or national codes. After placing a fire protection system in service, notify the proper authorities and advise those responsible for mon- itoring proprietary and/or central sta- tion alarms. INSPECTION PROCEDURE Annual visual inspections are recom- mended to ensure that identification Signs are properly located. TFP1615 Al MODEL 7500 p `� i iq .; j':.t, t Y ;1 y f Y ietfvi ♦: F. » 1 - �^ 4 t v ,.f/ w :. zr•q }wT,�T _ *' 4. t �E4 �;r ,s R 7��- < ` x� _ F � � F Y C. TA x. �.• T d i4: Yt-z- r. -,-.I lop 125 Igo 70 4 :Zg ti J 3 1 /4" 3-WAY GLOBE VALVE NFPA 13 SEC. 5-15.3.1. ...EACH GAUGE CONNECTION SHAD BE EQUHPED WM A SHUWW VAME AND PROVISION FOR DRAINING. r l• The AGF Manufacturing, Inc. Model 7500 Pressure Gauge is a Factory Mutual Approved and Underwriters laboratory Listed Th' gauge designed for use on 'viet° sprinkler systems. The AGF Model 7500 has been designed to meet NFPA System Attachments requirements as specified, in NFPA 13 Sec. 47.3. The Model 7500 fulfills the installation specifications for a pressure gauge as stipulated in NFPA 13 Sec: 3-1.1, 3-7.7, 4-6.1.2.2, NFPA 13D Sec. 3-2, and NFPA 13R Sec. 2-4.3. RANGE i , DIAL 0-300 psi ('inside) Galvalume 0-2000 Kpa (outside) ACCURACY Aluminum, painted black t3-2-3% CASE BURDON TUBE PGE Xenoy® DX2735 Phosphor Bronze CONNECTION WINDOW Brass, 1 /4" ANPT LM Potycarbonate one-piece ring and crystal DIMENSIONS IN (NiNI) 6 3.88' 03.70 (84.0) 00 —1/4-18 ANP T 44 ±.D4 � � t.393.03 AGF Manufacturing, Inc. provides many different products to address a variety of job conditions. Please contact our office for advice and products modified to solve specific job conditions. Thank you for ruing our produces. Out 0 us � e AGF MANllFACNRING INC. V0JOB NAME: on the Wemet ♦ 1IN Quaker Lane at r � Ft19 ARCHITECT: Fax (61o) 24o'4w ENGINEER: 10/01 '"'�""` 'r' CONTRACTOR. Hangers for Residential Fire, Protection 100 10 ' SpRadu-u j7 TOLCO Fig. 22 —Hanger for CPVC Plastic Pile Single Fastener Strap Type TOLCO Fig. 23 —Hanger for CPVC Plastic Pile Double Fastener Strap Type TOLCO Fig. 24 —Hanger fro CPVC Plastic Pipe Double Fastener Strap Type — Side Mount TOLCO Fig. 29 — Double Offset Hanger ilt Restrainer for CPVC Plastic Pipe TOLCO Fig. 2.8 —'Stand-Ofr Hanger & Restrainer for CPVC Plastic Pipe TOLCO Fig. 28M — CPVC Hanger and Restrainer for CPVC Plastic Pipe Note: To view TOLCO's entire fire protection hanger & strut offering, visit www.'nibco.com. NIBCO INC. WORLD HEADQUARTERS • 1516 MIODUE6URY ST. • ELKHART• IN 46516-4740 • USA • PH: 1.800.234.0227• TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1/574.295.3327 • FAX: +1/574.295 .3455 www.nib'co.com slazemaster' FIRE SPRINKLER SYSTEMS Building Solutions BlazeMaster® Fire Sprinkler Systems. Sample Specifications - United States and Canada* PART 1- GENERAL 1.0 PRODUCT DESCRIPTION BlazeMaster® CPVC fire sprinkler pipe and fittings are extruded/molded from CPVC compounds manufactured by Lubrizol Advanced Materials. The pipe and fitting compounds shall meet cell class 23547 and 24447, respectively, as defined by ASTM D1784, and shall be certified by NSF International for use with potable water. Both pipe and fitting compounds shall be pressure rated by Plastics Pipe Institute (PPI). 1.1 PIPE AND FITTINGS A. Pipe shall meet or exceed the requirements of ASTM F442 in standard dimension ratio (SDR) 13.5. B. Fittings shall meet or exceed the requirements of ASTM F437 (schedule 80 threaded), ASTM F438 (schedule 40 socket) and ASTM F439 (schedule 80 socket). C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in wet automatic fire sprinkler systems and shall bear the logo of the Listing Agency. See UL Fire Protection Equipment Directory, categories VIWT and HFYH. D. Ancillary products coming into contact with pipe and fittings must be chemically compatible as determined .by CPVC pipe and fittings manufacturer or compound manufacturer, and thus Listed on pipe, fittings or compound manufacturer's chemical compatibility program (i.e. FGG/BM/CZTM System Compatible Program). L2 SOLVENT CEMENT A. All socket type joints shall be made up employing solvent cements that meet or exceed the requirements of ASTM F493.7he standard practice for safe handling of solvent cements shall be in accordance with ASTM F402. Solvent cement shall be listed by NSF International for use with potable water, and approved by the manufacturers. The solvent cements shall be compatible with their CPVC pipe and fittings. B. Follow manufacturer's instructions for set and cure times for solvent cement joints. Avoid significant stresses during set and cure times. Do not apply any stress that will disturb an un- dried joint. Sprinkler fittings shall be allowed to cure in accordance with the manufacturer's guidelines and the contractor shall assure the outlets are clear of any excess cement prior to installing sprinklers. 1.3 BASIC USE CPVC pipe and fittings shall be listed by UL and also either ULC or C-UL for use in: A. Light Hazard Occupancies as defined by NFPA 13. B. Ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 ft2, per section 6.3.6.2 of NFPA 13, 2007 Edition. C. Residential Occupancies up to four stories in height as defined by NFPA 13R. D. One and two family dwellings and manufactured homes as defined by NFPA 13D. E. Air handling (plenum) spaces as defined by NFPA 90A. F. Underground water pressure service as defined by NFPA 24. G. Maximum design temperature/pressure rating shall not be less than 175 psi at 150°F. H. Refer to UL and FM** (if applicable). I. Refer to CPVC pipe and fitting manufacturers' installation instructions. 1.4 QUALITY ASSURANCE Installer Qualifications: Contractor Training Certificates for Chlorinated Polyvinyl Chloride (CPVC) Fire Sprinkler Systems. Fire Sprinkler Contractor must submit to the Contracting Officer documentation that lists personnel assigned to this project prior to beginning construction who have successfully completed formal CPVC fire sprinkler systems training conducted by an authorized CPVC manufacturer's representative. The Contractor Training Certificates shall be specific to the manufacturer of the pipe and fittings. Personnel's training certificates must.be current and have been updated within the past two (2) years. (Note: this training does not imply compliance with any local or state contractor certification or licensing laws.) PART 2 — PRODUCTS 2.0 MATERIAL The piping systems (pipe and fittings) shall be constructed from materials extruded/molded by manufacturers using the same compound manufacturer (i.e. BlazeMaster(& CPVC compound). 2.1 MANUFACTURERS Harvel Plastics, Inc. Ku_ ebler Rd., PO Box 757 Easton, PA 18044 Phone (610) 252-7355 FAX (610) 253-4436 IPEX, Inc. 6810 Invader Crescent Mississauga, ON L5T 2136 Phone (905) 670-7676 FAX (905) 670-5295 NIBCO INC. 1516 Middlebury Street Elkhart, IN 46516 (574) 295-3000 FAX (574) 295-3307 Tyco Fire Suppression & Building Products 451 N. Cannon Avenue Lansdale, PA 19446 (215) 362-0700 FAX (215) 362-5385 The Viking Corporation 210 N. Industrial Park Drive Hastings, MI 49058 (269) 945-9501 FAX (269) 945-4495 PART 3 — EXECUTION 3.0 SYSTEM DESIGN A. System design shall be in accordance with standard industry practice for fire sprinkler . systems and the manufacturer's .instructions. The design shall take into consideration such factors as pressure and flow requirements, friction loss, operating temperatures, support spacing, joining methods, and thermal expansion and contraction. B. The fire sprinkler piping system shall be hydraulically calculated using a Hazen -Williams C Factor of 150, and designed in accordance with the Standard for Installation of Sprinkler Systems, NFPA 13. C. The maximum design temperature/pressure rating shall 'not exceed 175 psi at 150°F. 3.1 INSTALLATION PROCEDURES Installation practices such as pipe support spacing, bracing, allowance for thermal expansion/contraction, solvent cementing and handling and storage shall be in accordance with the manufacturer's instructions and the UL Listing which includes installation limitations. 3.2 LIMITATIONS B1azeMaster® CPVC pipe and fittings are intended for use at a maximum working pressure of 175 psi at 150°F in accordance with the manufacturer's instructions and appropriate listing agencies. 3.3 TECHNICAL DATA A. APPLICABLE STANDARDS a. ANSI/NSF Standard 14 Plastic Piping Components and Related Materials b. ANSI/NSF Standard 61 Drinking Water System Components — Health Effects c. ASTM D1784 Specification for Rigid Poly(Vinyl Chloride)(PVC) Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) Compounds d. ASTM F402 Practice for Safe Handling of Solvent Cements, Primers and Cleaners Used for .Joining Thermoplastics Pipe and Fittings e. ASTM F437 Specification for Threaded Chlorinated Poly(Vinyl Chloride) CPVC Plastic Pipe Fittings, Schedule 80 f. ASTM F438 Specification Socket -Type Chlorinated Poly(Vinyl Chloride) CPVC Plastic Pipe Fittings, Schedule 40 g. ASTM F439 Specification Socket -Type Chlorinated Poly(Vinyl Chloride) CPVC Plastic Pipe Fittings, Schedule 80 h. ASTM F442 Specification Chlorinated Poly (Vinyl Chloride) CPVC Plastic Pipe (SDR-PR) ; i. ASTM F493 Specification for Solvent Cements for Chlorinated Poly(Vinyl Chloride) CPVC Plastic Pipe and Fittings j. NFPA 13 Standard for Installation of Sprinkler Systems k. NFPA 24 Installation of Private Fire Service Mains and Their Appurtenances 1. NFPA 25 Standard for the Inspection, Testing and Maintenance of Water Based Extinguishing Systems in. NFPA 13R Standard for Installation of Sprinklers in Residential .Occupancies up to Four Stories in Height n. NFPA 13D Standard for Installation of Sprinkler Systems in One and Two Family Dwellings o. NFPA 90A Standard for Installation of Air Conditioning and Ventilating Systems p. UL 1887 Fire Test of Plastic Sprinkler Pipe for Flame and Smoke Characterization q. UL 1821 Outline of Proposed Investigation for Thermoplastic Sprinkler Pipe and Fittings for Fire Protection Service r. Piping compound has a 180°F Hydrostatic Design Basis (HDB) of 1250 psi as listed by the -Plastic Pipe Institute s. Fitting compound has a 180°F Hydrostatic Design Basis (HDB) of 1000 psi as listed by the Plastic Pipe Institute B. APPLICABLE CODES a. BOCA, Basic Building and Mechanical Codes b. ICC, International Building and Mechanical Codes c. ICBO, Uniform Building and Mechanical Codes d. SBCCI, Standard Building and Mechanical Codes e. NBC, National Building Code of Canada 3.4 TESTING After the system is installed and any solvent cement is cured per the manufacturer's installation instructions, the systems shall be hydrostatically tested per the requirements of the applicable NFPA Standard (NFPA 13, 13R or 1313). 3.5 MAINTENANCE Maintenance shall be in accordance with the Standard for Inspection, Testing and Maintenance of Water Based Extinguishing Systems as defined by NFPA 25. 3.6 WARRANTY Consult the manufacturer for specific warranty information. * Not intended to be a stand alone specification. The above specifications are to be added within your company's standard fire sprinkler systems specifications to specify the use of BlazeMaster® CPVC pipe and fittings. ** As manufactured by Harvel, IPEX, NIBCO; Tyco Fire Suppression & Building Products, and The Viking Corporation August 2010 Sladden'Engineering 45M Golf Center Parkway, Suite F, Indio. CA 927,01(760) 863-0713 Fax (760) %3-084,7 6782 Stanton;Avcnue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45t1 *iA Avenue, Beaumont, CA 92223 (951) 845-7743Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 fax (951) 766-8778 March 2, 2012 Project No. 54"810 12-03-058 East of Madison, LLC P. O. Box 1482 La Quinta, California 92247 Subject: Geotechnical Update Project: Madison Club Villas 16 -19 The Madison Club La Quinta, California Ref: Geotechnical Investigation Report prepared by Sladden.Engineerhiddated January 28, 2005; Project No. 5444810, Report�No. 05-01-101 Report of Testing and Observation During Rough-Crading prepared by Sladden Engineering dated March 2, 2006; Project No. 5224810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and -construction of the Villas 16.through 19. The project site is located within the Madison Club development in the City of'La Quint.; California. It is our understanding that the proposed residential structures will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lots were previously graded during the initial rough grading of the Madison Club project site and recently regraded. The rough grading included recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced Project Grading Report along with the compaction test results. Because the lots have been previously rough graded, the remedial grading require&at this time should be minimal within the building area that falls within the previously assumed building envelope. 'The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction prior to fillplacement. The previously removed soil and any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction.'j TMbT0TT MAR 14 2012 d 1P�C' ~ f V�f March 2, 2012 -2- Project No; 5444810 12-03-0.58 The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and differential settlement. Based upon our review of the referenced reports, it is our opinion that the structural values included.in these reports remain applicable for the design and construction of the proposed residential structure foundations. The allowable bearing pressures recommended in the Geotechnical Investigation report 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 should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 7 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. Lateral forces may be resisted by friction along the base of the foundations and.passive resistance along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive. resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. Retaining walls may be necessary to accomplish the proposed construction. lateral pressures for use.in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free-drainin_ g native backfill conditions. Back drains should be provided for the full height of the walls. The bearing soil is generally non -expansive and falls within the "very low" expansion category in accordance with the 2010 (CBC) classification criteria. Pertinent 2010' CBC' Seismic Design parameters are summarized on the following page. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sn, 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 2010 California Building Code (CBC). Sladden Engineering March .2, 2012 -3- Project No: 544'-4810 12-03-058,' The seismic design category for a structure may be determined in accordance with Section 1613 ` of the 2010 CBC or ASCE7. According to the 2010 CSC, Site Class D may be used to estimate' design seismic loading for the proposed structures, The period of the structures should be less t ` than e second. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category. (Table 1604.5): II Site Class (Table 16135.2): D Ss (Figure 1613.5.1):1.500g Si (Figure 16135.1): 0.600g " Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 ; r Sms (Equation 16.36 IN X Ss)):1.500g Smt (Equation 16-37 (Fv X Si)):1.900g SDS (Equation 16-3812/3 X SU;}):1.000g SM (Equation 16-39 (2/3 X Smil): 0A00g Seismic Design Category: D -We appreciate the opportunity to provide service to, you on this project,. if you`have any, . questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Q1tOFES$, Brett L. Anderso Q Fla C 4 ,^g ,, Y Principal Engineer *V. SER/gl Cr G~" Copies: Q East of Madison, LLC s • • t • Sadden Engineering TIMBER �RODUCTS INSPECTION May 1.7, 2010 To Whom It May.Concern: This is to verify that Spates Fabricators, Inc. of Thermal, CA 'is a Subscriber in the Timber Products Inspection (TP) and General Testing and Inspection (GTI) Truss, Quality Auditing Program since June, 1990. The TP and GTI Truss Quality. Auditing Programs are recognized by the International' Accreditation Service (IAS) with the assigned number of AA-664. TP. and the GTI quality assurance marks have been recognized in the West by the truss industry and code jurisdictions since 1969. TP currently audits truss manufacturing facilities nationwide. TP is conducting unannounced, third party .audits,at Spates Fabricators, Inc. of Thermal, CA. This facility is currently in, good. standing in the TP-Truss Quality Auditing. Program. Spate's Fabricators, Inc. personnel are authorized to apply the GTI quality mark to trusses that are manufactured in accordance with the latest revision of the ANSI/TPI Standards.. All stamping takes place at the truss manufacturing facility,- under' supervision of qualified plant personnel. If you have questions regarding the status of any plant in the TP/GTIProgram, please contact me, on my cell 208.818,7869. Sincerely, TIMBER PRODUCTS INSPECTION e Brian Hensley Truss Manager — Western Division /jr Xc: File 105 SE 124th- Avenue © P.O. Box. 919 1641 Sign an Road Vancouver, Washington 98684 ®� Conyers, Georgia 30012 360/449-3840 FAX:360/449-3953 770/922-8000 FAX:770/922-1290 IMES Evaluation Report ESR-1988 Reissued June 1, 2010 This report is subject to re-examination in two years. I www.icc-es.org 1 (800) 423-6587 l (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HSTm, TL20 and MT20 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Codee (2009 IRC) ■ 2006 International Building Codee (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ 1997 Uniform Building CodeTM (UBC) Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood -frame trusses. 3.0 DESCRIPTION 3.1 MiTeO TL18 and MT18: Models TL18 and MT18 metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plates have teeth 3/a inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm)..There are eight teeth per square inch (645 mmZ) of surface area. Plates are available in 1/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.2 MiTek® MT18HSTM: Model MT18HSTm metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653, Grade 60, high -strength, low -alloy steel (HSLAS) with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plate has teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mmZ) of surface area. Plates are available in '/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.3 MiTeV TL20 and MT20Tm: Models TL20 and MT20Tm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A 653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mmZ) of surface area. Plates are available in 1/2-inch width (12.7 mm) increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Section 4 in ANSI/TPI 1 National' Design Standard for Metal Plate Connected Wood Truss Construction. /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC express or implied, at M. to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2010 Page 1 of 4 PDF created with pdfFactory trial version www.pdffactory.com ESR-1988 I Most Widely Accepted and Trusted Page 2 of 4 n .4.2 Allowable Design Values: 5.5 All lumber used in the fabrication of trusses using ® metal truss connector Allowable design values for MiTek MiTek® Industries metal truss .connector plates must _ plates to be used in the design of metal plate connected be graded in compliance with the applicable building - wood roof and floor trusses are shown in Tables 1 and 2. code, and must have a moisture content not Allowable design values are applicable when the exceeding 19 percent at the time of assembly. Wet connection is made with identical plates.on opposite sides service factors from ANSI/TPI 1 Section 6.4.5 must be - of the joint.. This. evaluation report is limited to the applied to the table values when the lumber moisture evaluation of connection capacity of the MiTek® metal truss content exceeds 19 percent. Allowable values shown connector plates listed in this report. The design, in the tables of this report are not applicable to metal manufacture, and installation of trusses employing the . connector plates embedded in either fire -retardant- truss plates have not been evaluated. treated lumber or preservative -treated lumber. - 5.0 CONDITIONS OF USE 5.6 Metal truss connector plates must be installed in pairs on opposite faces of truss members. The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable 5.7 Galvanized G60 metal truss plate connectors subject alternatives to what is specified in, those codes listed in to corrosive environments must be protected in Section 1.0 of this report, subject to the following accordance with Section 6.5 of ANSI/TPI 1. conditions: 5.8 MiTek® metal truss connector plates are . _. 5.1 This evaluation report and the manufacturer's manufactured in St. Charles, Missouri; Phoenix, published installation instructions, when required by Arizona; Tampa, Florida; Edenton, North Carolina; - the code official, must be submitted at the time of and Bradford, Ontario, Canada. permit application. In the event of a conflict between the manufacturer's published installation instructions 6.0 EVIDENCE SUBMITTED and this document, the instructions in this document 6.1 Data in accordance with the National Design ;. govern. Standard for Metal Plate Connected Wood Truss 5.2 Each application for a building permit, using these Construction, ANSI/TPI 1- 2007. truss plate connectors, must be accompanied by 6.2 Manufacturer's descriptive literature. documentation showing that the design, manufacture, and proposed installation conform with the 6.3 A quality control manual. . requirements of the applicable code. 7,0 IDENTIFICATION 5.3 This report establishes plate design values only. For The MiTek® connectors are identified by an imprint of the items not covered by this report, such as truss design, plate name embossed into the surface of the plate (for fabrication, quality assurance and special inspection, example, the MT20TM plate is embossed "MT20"). refer to ANSI/TPI 1, engineering drawings and the Additionally, boxes containing the connector plates must applicable code: be labeled with the MiTek® Industries name, the metal 5.4 The design values (lateral resistance values, effective connector plate model, and the evaluation report number - tension strength ratios, and effective shear resistance (ESR-1988). ratios) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. PDF created with pdfFactory trial version www.pdffactory.com ESR-1988 I Most Widely Accepted and Trusted., Page 3 of 4 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE) LUMBER SPECIES SG I AA I EA AE EE TL18, MT18, MTI8HST , TL20 and MT20TM Douglas fir -larch 6.49 248 203 170 171 Hem -fir 0.43 188 159 133 141 Spruce -pine -fir 0.42 206 162 125 122 Southem pine 0.55 244 192 171 178 For SI: 1lb/in` = 6.9 kPa. NOTES: 'Tooth -holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load. EA = Plate perpendicular to load, wood grain parallel to load. AE = Plate parallel to load, wood grain perpendicular to load. EE = Plate perpendicular to load, wood grain perpendicular to load. 'All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that . use partial embedment followed by full -embedment rollers, or combinations of partial -embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES' PROPERTY FORCE DIRECTION TL18 AND MT18 MTI8HSTm I TL20 AND MT20TM Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Tension values in accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the joint)' Tension @ 0° 0.5 1149 0.48 1596 0.49 Tension @ 90° 0.52 1208 0.5 1671 0.49 ��854 Tension values in accordance with TPI-1 with a deviation [see Section 5.4.9 (e) 11 (Maximum Net Section Occurs over the joint) Tension @ 0° 0.59 1349 0.59 1975 0.59 1035 Tension @ 90° 0.53 1214 0.51 1727 0.49 861 Shear Values Shear @ 0° 0.56 874 0.55 1099 0.51 604 Shear @ 30° 0.66 1023 0.57 1153 0.74 876 Shear @ 600 0.83 1283 0.74 1492 0.82 970 Shear @ 90° 0.49 757 0.52 1052 0.58 686 Shear @ 1201 0.39 608 0.4 802 0.42 498 Shear @ 150° 0.45 702 0.37 745 0.5 592 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: 'Minimum coated thickness is 0.0356 inch (0.904 mm) for 20 gage, or 0.0466 inch (1.184 mm) for 18 gage in accordance with Section 4.3.4 of ANSI/TPI 1. Minimum coating thickness for G60 is 0.0010 inch (0.025 mm) total for both sides in accordance with Section 4.3.6 of ANSI/TPI 1. 'Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 'Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. PDF created with pdfFactory trial version www.pdffactory.com PCL XL error ^ Subsystem: KERNEL Error: IllegaLOperatorSequence Operator: SetNeutraLAxis r Position: 3 n ' f S BUILDING ENERGY ANALYSIS REPORT PROJECT: The Villas at Madison CI_u.b The Carraway Unit 1/W Office Additi-mn L43N� s �• La Quinta, Ca 92253 ,. Project Designer: ` 78-115 Calle Estado, Suite 201 La Quinta, Ca 92253 (760) 564-4707 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, arc. =v,u 77-085 Michigan Drive Palm,,Desert, Ca 92211 CITY OF LA QUINT (760) 200-4780 t BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION . DA Iice— BY 2� 6� GC�pE U Job Number: RECEIVED JAN 2 7 �2012 Date: BY: 1 /25/2012 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. `* ID: Ene Pro5.1 b Ene Soft User Number: RunCode:2012-01-25T13:52:47 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 10 .HVAC System Heating and Cooling Loads. Summary 13 Room Load Summary 16. Room Heating Peak Loads 19 Room Cooling Peak Loads 24 F • i t r EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 6712 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 112512012 Project Address The Carraway Unit 1/W Office Addition L California Energy Climate'Zone CA Climate Zone 15 I Total Cond. Floor Area 4,530 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST, IZI Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity Features see Part 2 of 5 Status Roof Wood Framed Attic R-30 3,215 Radiant Barrier New Wall Wood Framed R-19 4,489 New Slab Unheated Slab -on -Grade None 3,353 Perim = 299- New Door Opaque Door None 93 New Floor Wood Framed w/Crawl Space R-19 146 New Wall Wood Framed R-13 211 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Front (N) 159.6 0.350 0.30 none none Bug Screen New Front (N) 48.0 0.350 0.30 6.0 none Bug Screen New Left (E) 213.1 0.350 0.30 none none Bug Screen New Left (E) 216.0 0.350 0.30 8.0 none Bug Screen New Rear (S) 207.2 0.350 0.30 none none Bug Screen New Right (149 18.0 0.350 0.30 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback ' New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Small Gas 50 0.62 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 3 of 31 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family p Addition Alone 1 O Multi Family ❑ Existing+ Addition/Alteration Date 112512012 SPECIAL FEATURES INSPECTION CHECKLIST The 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 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. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. HIGH MASS Design - Verify Thermal Mass: 559.0 ft2Covered Slab Floor, 3.500" thick at Bedroom 2 & 3 HIGH MASS Design - Verify Thermal Mass: 291.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 2 & 3 HIGH MASS Design - Verify Thermal Mass: 120.0 ft2 Covered Slab Floor, 3.500" thick at Kitchen -Dining -Great -Hall HIGH MASS Design -Verily Thermal Mass: 1,356.0 ft' Exposed Slab Floor, 3.500"thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass: 767.0 ft2 Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 260.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom The Roof R-30 Roof Attics includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA412. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACA460156CVX110 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACA460/58CVX110 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACC648158CVX090 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Energ yPro 5.1 b Ene Soft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 4 of 31 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type m Single Family 0 Addition Alone Date The Villas at Madison Club ❑ Multi Family 0 Existing+ Addition/Alteration 112512012 ANNUAL ENERGY USE SUMMARY f Standard . Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 5.18 5.79 -0.66 5.56 -0.36 6.43 -1.25 6.95 -1.77 Space Cooling 54.80 44.90 9.90 45.79 9.02 45.26 9.54 44.79 10.01 Fans 10.97 15.80 -4.82 16.06 -5.08 15.96 -4.99 15.87 -4.90 Domestic Hot Water 7.58 8.82 -1.24 8.82 -1.24 8.82 -1.24 8.82 -1.24 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 78.54 75.31 3.23 76.22 2.32 76.48 2.06 76.44 2.10 Percent.Better Than Standard: 4.1 % 2.9 % 2.6 % 2.7 % BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four Orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 1,649 208 Fuel Available at Site: Natural Gas (E) 1,395 429 Raised Floor Area: 146 (S) 1,516 207 Slab on Grade Area: 3,353 (IM 1,095 18 Average Ceiling Height: 10.0 Roof 3,215 0 Fenestration Average U-Factor: 0.35 TOTAL: 862 Average SHGC: 0.30 Fenestration/CFA Ratio: 19.0 % REMARKS 95sq. ft. added to second floor conditionrd space for the stairs STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 1/2512012 Address 77-065 Michigan Drive 'Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Si ned Date The individual with overall design responsibility 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, and recognizes that compliance using1duct design, . duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope se g require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Address 78-115 Calle Estado, Suite 201 Name South West Concepts / City/State/Zip La Quinta, Ca 92253 Phone (760) 564-4707 Signed License # Date EneravPro 5.1 bv EnerovSoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 5 of 31 CERTIFICATE OF COMPLIANCE: Residential Part 4 of. 5 - CF-1 R - Project Name The Vlllas'at Madison Club Building Type m Single Family, ,❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 112512012 OPAQUE SURFACE DETAILS * ' Surface, Type " Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame Roof 355 0.032 R-30 0 0 New 4.2.1-A8 Bedroom 2 & 3 Wall 405 0.074 R-19 0 90 New - 4.3.1-A5 Bedroom 2 & 3 Wall 40 0.074 R-19 90 -90 New, 4.3.1-A5 Bedroom 2 & 3 Slab 559 0.730 None 0 ' 180 New 4.4.7-A1. Bedroom 2 & 3 Slab 291 0.730 None 0 180 New 4.4.7-A1 Bedroom 2 & 3 Roof 656 0.032 R-30 0 0 New 4.2.1-A8 Kitchen -Dining -Great -Hall Wall 425 0.074 R-19 0 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall -686 0.074 R-19 90 90 New 4.3.1-A5 kitchen -Dining -Great -Hall Wall 512 0.074 R-19 160 i 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 353 0.074 R-19 270 90 New . 4.3.1-A$ Kitchen -Dining -Great -Hall Door 24 1.450 None 270 90 New 4.5.1-A1 Kitchen -Dining -Great -Hall Door 48 1.450 None 270 90 New 4.5.1-A1 Kitchen -Dining -Great -Hall Slab 120 0.730 None 0 180 New 4.4.7-A 1 . Kitchen -Dining -Great -Hall Slab 1,356 0.730 None •.0 180 New 4.4.7-A1 Kitchen -Dining -Great -Hall Roof 1,027 0.032 0-30 0 0 New 4.2.1-A8 Master Bedroom Wall 214 0.074 R-19 0 90 New 4.3.1-A5 Master Bedroom FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status 'Glazing Type Location/Comments- 1 Window 12.0 0.350 1 NFRC 0.30 NFRC. 0 New Traditional Window Bedroom 2 & 3 2' Window 48.0 0.350 1 NFRC 0.30 NFRC 0 New Traditional Window Bedroom 2 & 3 3' Window 48.0 0.350 NFRC 0.30 NFRC. 0 New Traditional Window Bedroom 2 & 3 4 Window 3.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Kitchen -Dining -Great -Hall 5 Window ' 3.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Kitchen -Dining -Great -Hall 6 Window 7.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Kitchen -Dining -Great -Hall 7 Window 7.0 0.350 NFRC 0.30 NFRC 0 New . Traditional Window Kitchen -Dining -Great -Hall 8 Window 10.5 0.350 NFRC . 0.30 NFRC 90 New Traditional Window _. Kitchen -Dining -Great -Hall . 9 Window 108.0 0.350 NFRC 0.30 NFRC. 90 New Traditional Window, Kitchen -Dining -Great -Hall 10 Window 108.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window Kitchen -Dining -Great -Hall 11 Window 7.0 0.350 NFRC 0.30 NFRC •90 New. Traditional Window Kitchen -Dining -Great -Hall 12 Window 7.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window Kitchen -Dining -Great -Hall 13 Window 7.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window Kitchen -Dining -Great -Hall 14 Window 7.0 0.350 NFRC 0.30 NFRC 90 New I Traditional Window Kitchen -Dining -Great -Hall 15 Window 12.0 0.350 NFRC 0.30 NFRC 180 New I Traditional Window Kitchen -Dining -Great -Hall 16 JWndow 40.0 0.350 NFRC 0.30 1 NFRC 180 New ITraditional Window Kitchen -Dining -Great -Hall (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS -ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin Hot Wd Len'Len'l H t 1, LExt RExt Dist Len H t Dist I Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 - 4 Bug Screen 0.76 5 Bug Screen 0.76 6 • Bug Screen 0.76 7 Bug Screen 0.76 .8 Bug Screen 0.76 9 IBuo Screen 0.76 9.0 12.0 8.0 0.1 8.0 8.0 10 Buo Screen 0.76 9.0 12.0 8.0 0.1 8.0 8.0 ` 11 Buo Screen 0.76 12 Bug Screen 0.76 ' 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 1Bug7Screen 0.76 EnerovPro 5.1 bv EnemvSoft User Number- 6712 RunCode: 2012-01-25T13:52:47 ID: Page 6 of 31 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavit Exterior Frame Interior Frame Wall 123 0.074 R-19 90 90 New 4.3.1-A5 Master Bedroom Wall 458 0.074 R-19 180 90 New 4.3.1-A5 Master Bedroom Door 21 1.450 None 180 90 New 4.5.1-A1 Master Bedroom Wall 262 0.074 R-19 270 90 New 4.3.1-A5 Master Bedroom Slab 767 0.730 1 None 0 180 New 4.4.7-A 1 Master Bedroom Slab 260 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Roof. 986 0.032 R-30 0 0 New 4.2.1-A8 2nd Floor Master Wall 276 0.074 R-19 0 90 New 4.3.1-A5 2nd Floor Master Wall 117 0.074 R-19 90 90 New 4.3.1-A5 2nd Floor Master Wall 300 0.074 R-19 180 90 New 4.3.1-A5 2nd Floor Master Wail 318 0.074 R-19 270 90 New 4.3.1-A5 2nd Floor Master Floor 146 0.037 R-19 0 180 New 4.4.1-A4 2nd Floor Master Roof 191 0.032 R-30 0 20 New 4.2.1-A8 office Wall 121 0.102 R-13 0 90 New 4.3.1-A3 Office Wall 18 0.102 R-13 180 90 New 14.3.1-A3 10ffce Wall 72 0.102 R-13 270 90 New 14.3.1-A3 Office FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 12.0 0.350 NFRC 0.30 1 NFRC 180 New Traditional window Kitchen -Dining -Great -Hall 18 Window 12.0 0.350 1 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 19 Window 40.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 20 Window 12.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window Kitchen -Dining -Great -Hall 21 Window 6.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window Master Bedroom 22 Window 108.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window Master Bedroom 23 2.6 0.350 NFRC 0.30 NFRC 90 New Traditional Window Master Bedroom 24 2.6 0.350 NFRC 0.30 NFRC 180 New Traditional Window Master Bedroom 25 2.6J0.350 FRC 0.30 NFRC 180 New Traditional Window Master Bedroom 26 9.0FRC 0.30 NFRC 180 New Traditional Window Master Bedroom 27 9.0FRC 0.30 NFRC 180 New Traditional Window Master Bedroom 28 [Window 9.0FRC 0.30 NFRC 180 New Traditional Window Master Bedroom 29 6.0FRC 0.30 NFRC 270 New Traditional Window Master Bedroom 30 6.0FRC 0.30 NFRC 270 New Traditional Window Master Bedroom 31 10.0FRC 0.30 NFRC 0 New Traditional'Window 26d Floor Master 32 10.0FRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master (1) Ll-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin H t Wd Len H t LExt REM Dist Len H t Dist Len I Hat 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 lBug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 JBug Screen 0.76 EnemvPro 5.1 bv EnerovSoft User Number., 6712 RunCode: 2012-01-25T13:52:47 ID: Page 7 of 31 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 OPAQUE SURFACE DETAILS Surface Tvpe Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments -CavityTExterior Frame Interior Frame FENESTRATION SURFACE DETAILS ID Type Area U-Factorl SHGC Azm Status Glazing Type Location/Comments 33 Window 6.0 0.350 1 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 34 Window 13.5 . 0.350 1 NFRC 0.3b NFRC 0 New Traditional Window 2nd Floor Master 35 Window 18.0 0.350 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 36 Window 13.5 0.350 NFRC 0.30 NFRC 0 New Traditional Window 2nd Floor Master 37 Window 12.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window 2nd Floor Master 38 Window 40.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window 2nd Floor Master 39 Window 12.0 0.350 NFRC 0.30 NFRC 90 New Traditional Window 2nd Floor Master 40 Window 46.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window 2nd Floor Master 41 Window 7.0 0.350 NFRC 0.30 NFRC 180 New Traditional Window 2nd Floor Master 42 Window 6.0 0.350 NFRC 0.30 NFRC 270 New Traditional Window 2nd Floor Master 43 Window 2.6 0.350 NFRC 0.30 NFRC 0 New Traditional Window Office (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID I Exterior Shade Type SHGC Window Overhang Left Fin Right Fin Hot I Wd Len HqA LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 6.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 8 of 31 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area Volume Year Built New Existing Altered Removed HVAC 1 Bedroom 2 & 3 850 8,500 Kitchen -Dining -Great -Hall 11476 14,760 HVAC 2 Master Bedroom 1,027 10,270 HVAC 3 2nd Floor Master 986 9,860. Office 191 1, 719 Totals 4,5301 01 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING SYSTEMS S stem Name O Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A O Smith CTG-50-227 2 Small Gas All Pipes Ins 37,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ff c 0 i� y a System Name Pipe Len th Pipe Diameter Insul. Thick. Oty. HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 9 of 31 0 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Project Name Date The Villas at Madison Club 112512012 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (•) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 116 a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. " §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the ; installation of a Cool Roof is specified on the CF-1 R Form. • 150 a : Minim um'R-19 insulation in wood -frame ceiling orequivalent U-factor. 150 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. ' 150 c : Minimum R-13 insulation in wood -frame wall orequivalent U-factor. • 150 d : Minimum R-13 insulation in raised wood -frame floor or equivalent U-factor. ' 150 f : Air retardinq wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(I): Water absorption rate for slab edge insulation material alone without facings is no greater,than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 a 1A: Masonry, or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, o eiable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the . outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backf low prevention, � ump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150 i : Heating systems are equipped with thermostats that meet the setback -requirements of Section 112(c). §1506)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped " with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks; such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water „ tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the. tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. " 150 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture a ui�ment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. - 150 ' 4: Solar water -heating systems and/or collectors are certified by the' Solar Rat ing and Certification Corporation. a y EnergyPro5.1 by EnergySoft User Number., 6712 RunCode: 2012-01-25T13:52:47 0: Page 10 of 31 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date The Villas at Madison Club 112512012 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 6150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §1 f 4(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114 b 2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150 k 3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150 k 6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150 k 7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to.50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 11 of 31 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 W-1 R Project Name Date The Villas at Madison Club 112512012 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an .astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi h efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. 1 EnergyPro 5.1 by EnergySoR User Number. 6712 RunCode: 2012-01-25T13:52:47 ID: Page 12 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 1 Floor Area 2,326 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,884 Return Vented Lighting Return Air Ducts Return Fan Ventilation 116 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 89,000 29,267 2,750 890 35,101 Total Output Btuh 89,000 0 Output Btuh/s ft 38.3 2,000 1,901 Cooling System 0 0 Output perSystem 59,000 4,093 683 116 5,337 Total Output Btuh 59,000 0 3,433 0 Total Output(Tons) 4.9 2,000 1,901 Total Output Btuh/s ft 25.4 Total Output s ft/Ton 473.1 37,360 44.240 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION Airflow cfm 2,025 Carrier 24ACA460/58CVX110 39,549 15,440 89.000 1 89.000 Jan 1 AM Airflow cfm/s ft 0.87 Airflow cfm/Ton 411.9 Outside Alr % 5.7 % Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1 39,549 Outside Air cfm/s ft 0.05 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 67 OF 67 OF 108 OF Outside Air 116 cfm Supply Fan Heating Coil 2,025 cfm 69 OF 107 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112 / 78 OF 81 / 68 OF 81 / 68 OF 62 / 61 OF 0 Outside Air Ar 118 cfm Supply Fan Cooling Coil 2,025 cfm 79 / 67 OF 63 / 62 OF 56.6 % ROOM 78 / 67 OF EnergyPro 5.1 by EnergySoff User Number.- 6712 RunCode: 2012-01-25T13:52:47 ID: Page 13 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 2 Floor Area 1,027 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 702 Return Vented Lighting Return Air Ducts Return Fan Ventilation 51 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 89,000 12,513 1,061 383 16,050 Total Output Btuh 89,000 0 Output Btuh/s ft 86.7 855 869 Cooling System 0 0 Output perSystem 59,000 1,836 511 51 2,382 Total Output Btuh 59,000 0 855 16,060 1,572 0 Total Output(Tons) 4.9 869 Total Output Btuh/s ft 57.4 Total Output s ft/Ton 208.9 1 20,171 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION Airflow (cfm)' 2,025 Carrier 24ACA460/58CVX110 39,625 13,868 89,000 89,000 Jan 1 AM Airflow cfm/s ft 1.97 Airflow cfmrron 411.9 Outside Air % 2.5 % Total Adjusted System Output (Adjusted for Peak Design conditions) 1 TIME OF SYSTEM PEAK 39,625 13,868 Outside Air cfm/s ft 0.05 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF 68 OF 110 OF Outside Air 51 cfm Supply Fan Heating Coil 2,025 cfm 70 OF 109 OF ROOM M 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112178 OF 79 ! 66 OF 79 ! 66 OF 61160 OF Outside Air Supply Fan 51 cfm Cooling Coil 2,025 chn 78 166 OF 61 / 60 OF 52.6 % ROOM 78 / 66 OF EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01.25T13:52:47 ID: Page 14 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 3 Floor Area 1,177 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 728 Return Vented Lighting Return Air Ducts Return Fan Ventilation 49 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 71,000 12,541 1,1861 308 12,961 Total Output Btuh 71,000 0 Output Btuh/s ft 60.3 857 702 Cooling System 0 0 Output perSystem 46,500 1,757 436 49 2,287 Total Output Btuh 46,500 0 1,622 0 Total Output(Tons) 3.9 857 702 Total Output Btuh/s ft 39.5 Total Output s ft/Ton 303.7 1 16,012 16,652 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Carrier 24ACC648/58CVX090 31,046 11,404 71;000 1 71,000 Jan 1 AM Airflow cfm/s ft 1.36 Alrflow cfm/ron 412.9 Outside Air % 3•1 % Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 31,046 11,404 Outside Air cfm/s ft 0.04 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 49 cfm 70 OF 68 OF 110 OF 110 OF Heating Coil Supply Fan 110 OF 1,600 cfm ROOM "I 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78OF Outside Air - 49 cfm 79/66OF 80/67OF 61 /60OF 61 /60OF Cooling Coil Supply Fan 62 / 60 OF 1,600 cfm _........ ..... ........._.. - .._... 53.7 % ROOM 78/66OF EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 /D: Page 15 of 31 ROOM LOAD SUMMARY Project Name The Villas at Madison Club Date 112512012 System Name HVAC 1 Floor Area Z326 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Bedroom 2 & 3 Bedroom 2 & 3 1 373 5,798 1,112 373 5,796 1,112 205 8,092 Kitchen -Dining -Great -Hall Kitchen -Dining -Great -Hall 1 1,511 23,469 1,637 1,511 23,469 1,637 685 27,010 PAGE TOTAL TOTAL* 1,8841 29,2671 2,7501 890 35,101 1,884 29,267 2,750 890 35,101 * Total includes ventilation load for zonal systems. Enem yPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-01-25T13:52.47 ID: Pag a 16 of 31 ROOM LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 System Name Floor Area HVAC 2 1,027 ROOM LOAD SUMMARY l ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEA Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensibl Master Bedroom Master Bedroom 1 702 12, 513 1, 061 702 12, 513 1,0611 383 16,0501 PAGE TOTAL TOTAL' • Total includes ventilation load for zonal 702 12,513 1,061 383 16,050 702 12,5131 1,0611 383 16, 050 lei ROOM LOAD SUMMARY Project Name The Villas at Madison Club Date '112512012 System Name HVAC 3 Floor Area 1,177 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible 2nd Floor Master 2nd Floor Master 1 646 11,137 1,026 646 11,137 1,026 263 11,072 Office Office 1 81 1,404 160 81 1,404 160 45 1,889 PAGE TOTAL TOTAL* 728 12,541 1,186 308 12,961 728 12,541 1,186 308 12,961 * Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 18 of 31 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 2 & 3 Time of Peak Jan 1 AM Floor Area 850.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT OF Btu/hr R-30 Roof Attics 355.0 X 0.0320 X 44 = 500 R-19 Walls 445.0 X 0.0740 X 44 = 1,449 Traditional Window 108.0 X 0.3500 X 44 = 1,663 Slab -On -Grade perim = 52.0 X 0.7300 X 44 = 1,670 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X — X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 5,282 Infiltration:[ 1.00 X 1.064 X 850 X 10.00 X 0.424 / 60 ] X 44 = 2,810 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 8,092 Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 19 of 31 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen -Dining -Great -Hall Time of Peak Jan 1 AM Floor Area 1,476.0 ftz Outdoor Dry Bulb Temperature 26 OF 'Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT OF Btu/hr R-30 Roof Attics 656.0 X 0.0320 X 44 = 924 R-19 Walls 1,975.5 X 0.0740 X 44 = 6,432 Traditional Window 402.5 X 0.3500 X 44 = 6,199 Wood Door 72.0 X 1.4500 X 44 = 4,594 Slab -On -Grade perim = 124.0 X 0.7300 X 44 = 3,983 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X - X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 22,131 Infiltration:[ 1.00 X 1.064 X 1,476 X 10.00 X 0.424 / 60 ] X 44 = 4,879 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 27,010 Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 20 of 31 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Time of Peak Jan 1 AM Floor Area 1,027.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF Conduction - Area U-Value AT °F Btu/hr R-30 Roof Attics 1,027.0 X 0.0320 X 44 = 1,446 R-19 Walls 1,057.2 X 0.0740 X 44 = 3,442 Traditional Window 160.8 X 0.3500 X 44 = 2,476 Wood Door 21.0 X 1.4500 X 44 = 1,340 Slab -On -Grade perim = 123.0 X 0.7300 X 44 = 3,951 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X- X = X X = X X = X X - X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 12,655 Infiltration:[ 1.00 X 1.064 X 1,027. X 10.00 X 0.424 / 60 ] X 44 = 3,395 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 16 050 Energ Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 21 of 31 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Master Time of Peak Jan 1 AM Floor Area 986.0 ft' Outdoor Dry Bulb Temperature 26 °F Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT °F Btu/hr R-30 Roof Attics 986.0 X 0.0320 X 44 = 1,388 R-19 Walls 1,011.0 X 0.0740 X 44 = 3,292 Traditional Window 188.0 X 0.3500 X 44 = 2,895 R-19 Floor No Crawlspace 146.0 X 0.0370 X 44 = 238 x x X X X X = X X = X X X X = X X = X X = X X X X X X = X X = X X = X X X X = X X = X X = ' X X = X X = X X X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 7,813 Infiltration:[ 1.00 X 1.064 X 986 X 10.00 X 0.424 / 60 ] X 44 = 3,259 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 11,072 Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 22 of 31 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club. 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Office Time of Peak Jan 1 AM Floor Area 191.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT °F Btu/hr R-30 Roof Attics 191.0 X 0.0320 X 44 = 269 R-19 Wall 211.4 X 0.1020 X 44 = 949 Traditional Window 2.6 X 0.3500 X 44 = 40 X X = X X = X X = X X = X X ' X X = X X = X X = X X = X X = X X = X X = X X = X X X X X X X X = X X _ X X = X X = X X = X X = X X X X = X X = X X = X X _ X L X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 1,258 Infiltration:[ 1.00 X 1.064 X 191 X 9.00 X 0.471 / 60 ] X 44 = 631 Schedule Air Sensible Area Ceiling Height ACH AT Fraction i TOTAL HOURLY HEAT LOSS FOR ROOM 1,88 EnergyPro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Page 23 of 31 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 2 & 3 Outdoor Dry Bulb Temperature. 112 OF Floor Area 850.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-30RoofAttics (N) 355.0 X 0.0320 X 56.0 = 636 R-19 Walls (N) 405.0 X 0.0740 X 23.0 = 689 R-19 Walls (E) 40.0 X 0.0740 X 33.0 = 98 X X = X X = X X = X X = X X = X X = Page Total _ 1,423 Items shown with an asterisk (') denote conduction through an interior surface to another room. t. • Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 1 (N) 0.0 X 18.1 + 12.0 X 18.1 = 218 Window 2 (N) 0.0 X 18.1 + 48.0 X 18.1 = 870 Window 3 (N) 0.0 X 18.1 + 48.0 X 18.1 = 870 X + X = X + X = X + X = X + X = X + X _ X +1 1XI= Page Total 1,s56 Internal Gain Btu/hr Occupants 2•0 Occupants X 230 Btuh/occ. = 460 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 )( 1.16 X 46.51 X 34 = 1,956 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 5,798 Latent Gain Btu/hr Occupants 2•0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 46.51 X 0.00276 = 712 Air Sensible CFM • ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,112 EnerqvPro 5.1 bv EneravSoft User Number: 6712 RunCode: 2012-01-25T13:52:47. ID: Pa a 24 of 31 J RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 1 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen -Dining -Great -Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 1,476.0 ftz Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Orientation R-30 Roof Attics R-19 Walls R-19 Walls R-19 Walls R-19 Walls Wood Door (N) (E) (S) Area X X X X X X X X X U-Factor X X X X X X X X X CLTD' = = = = = = = = = 656.0 0.0320 56.0 425.0 0.0740 23.0 685.5 0.0740 33.0 512.0 0.0740 26.0 353.0 0.0740 33.0 72.0 1.4500 33.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Coolinq Load Temperature Difference (CLTD) I Fanacfrnfinn Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 nriantaf i nn (N) (N) (N) (N) (E) (E) (E) (E) (E) Shaded Area 0.0 X 0.0 X 0.0 X 0.0 X 0.0 X 75.6 X 75.6 X 0.0 X 0.0 X GLF 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 18.1 + + + + + + + + + Unshaded Area 3.0 3.0 7.0 7.0 10.5 32.4 32.4 7.0 7.0 X X X X X X X X X GLF 18.1 = 18.1 = = 16.1 18.1 = 35.9 = = = 35.9 35.9 35.9 = 35.9 = Page Total Btu/hr 1,176 723 1,674 985 862 8, Btu/hr 54 127 127 377 • 2, 535 2,535 252 6, Gain s ,t 2.0 11.0 Occupants Dwelling Unit X X Btuh/occ. = Btu = owrnr 460 230 1,600 , I Infiltration: 1.064 X 1.16 X 80.77 X 34 = I 3. Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,469 Latent Gain Btu/hr Occupants 2•0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 80.77 X 0.00276 = 1,237 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,6371 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen -Dining -Great -Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 1,476.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr X X - X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 13 (E) 0.0 X 18.1 + 7.0 X 35.9 = 252 Window 14 (E) 0.0 X 18.1 + 7.0 X 35.9 = 252 Window 15 (S) 0.0 X 18.1 + 12.0 X 18.2 = 218 Window 16 (S) 0.0 X 18.1 + 40.0 X 18.2 = 728 Window 17 (S) 0.01 X 18.1 + 12.0 X 16.2 = 218 Window 18 (S) 0.0 X 18.1 + 12.0 X 18.2 = 218 Window 19 (S) 0.0 X 18.1 + 40.0 X 18.2 = 728 Window 20 (S) 0.0 X 18.1 + 12.0 X 18.2 = 218 X +1 X = Page Total 2,833 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = 460 Ecluipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 80.77 X 34 = 3,397 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,469 Latent Gain Btu/hr Occupants 2.0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 80.77 X -o 00276 = 1,237 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,637 EnemvPro 5.1 by EnemySoft User Number., 6712 RunCode: 2012-01-25T13:52:47 ID: Page 26 of 31 .1 1 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Outdoor Dry Bulb Temperature 112 OF Floor Area 1,027.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Ooaaue Surfaces R-30 Roof Attics R-19 Walls R-19 Walls. R-19 Walls Wood Door R-19 Walls Area X X X X X X X X X U-Factor X X X X X X X X X CLTD' = = = = = = = = 1,027.0 0.0320 56.0 214.0 0.0740 23.0 123.4 0.0740 33.0 457.8 0.0740 26.0 21.0 1.4500 26.0 262.0 0.0740 33.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. t. Cooling Load Temperature Difference (CLTD) Shaded Unshaded I Canactratinn Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window 28 Window 29 Orientation (N) (E) (E) (S) (S) (S) (S) (S) M9 Btu/hr 1,840 364 301 881 1 4,8181 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 18.1 6.0 18.1 0.0 18.1 108.0 35.9 0.0 18.1 2.6 35.9 0.0 18.1 2.6 18.2 0.01 18.1 2.6 18.2 0.0 18.1 9.0 18.2 0.0 18.1 9.0 18.2 0.0 18.1 9.0 18.2 0.0 18.1 6.0 35.9 Gain Occupants X Btuh/occ. 230 1.0 s ,t 10.0 Dwelling Unit X 1,6001 Btu Infiltration 1.064 X 1.16 X 56.20 X 34 = Air Sensible CFM ELA AT AL HOURLY SENSIBLE HEAT GAIN FOR ROOM Latent Gain Occupants 1.o Occupants X 200 Btuh/occ. Infiltration: 4,771 X 1.16 X 56.20 X 0.00276 = Air Sensible CFM ELA AW ITOTAL HEAT GAIN FOR ROOM Page Total Btu/",r09 93 47 47 164 A164 164 216 4,886 Btu/hr 230 0 Z364 12,513 Btu/hr 200 861 1.061 J " Jr RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 1 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Outdoor Dry Bulb Temperature - 112 OF Floor Area 1, 027.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X - X X = Page Total 0 Items shown with an asterisk (•) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) • Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 30 W 0.0 X 18.1 + 6.0 X 35.9 = 216 X + X = X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total 216 Internal Gain Btu/hr. . Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 56.20 X 34 = 2,364 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,513 Latent Gain Btu/hr Occupants 1•0 Occupants X 200 . Btuh/occ. _ 200 Infiltration: 4,771 X 1.16 X 56:20 X 0.00276 = 861 Air Sensible CFM ELA aW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,061 Ener QvPro 5.1 bv EnerovSoft User Number: 6712 RunCode: 2012-01-25T13:52:47 ID: Pa a 28 of 31 .1 .. ,•. x. RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 1 1/25/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Master Outdoor Dry Bulb Temperature 112 OF Floor Area 986.0 tt' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF ODaaue Surfaces R-30 Roof Attics R-19 Walls R-19 Walls R-19 Walls R-19 Walls R-19 Floor No Crawlsoace Orientation (N) (E) Area X X X X . X X X X X U-Factor X X X X X X X X X CLTD' = = = = = = = = = 966.0 0.0320 56.0 276.0 0.0740 23.0 117.0 0.0740 33.0 300.0 0.0740 26.01 318.01 0.0740 33.0 146.0 0.0370 19.0 J Page Total IItems shown with an asterisk (') denote conduction through an interior surface to another room. 1. Coolin4 Load Temperature Difference (CLTD) I Panactratinn Window 31 Window 32 Window 33 Window 34 Window 35 Window 36 Window 37 Window 38 Window 39 Orientation (N) (N) (N) (N) (N) (N) (E) (E) (E) Btu/hr 1,767 470 286 .577 777 103 1 3,9791 Shaded Area 0.0 0.0 X 0.0 X 0.0 X 0.0 X 0.0 X 0.0 X 0.0 X 0.0 X1 GLF 18.1 18.1 184 18.1 16.1 18.1 18.1 18.1 18.1 + + + + + + + + +1 Unshaded Area 10.0 10.0 6.0 13.5 18.0 13.5 12.0 40.0 12.0 GLF X 18.1 = X 18.1 = X X 18.1 = = 18.1 X X X 18.1 = = = 18.1 35.9 X X 35.9 = 35.9 = Page Total Btu/hr 181 181 109 -245 326 245 431 1,438 431 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 53.95 X 34 = 2,269 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,137 Latent Gain Btu/hr Occupants Occupants X 20o Btuh/occ. 200 Infiltration: 4,771 X 1.16 X 53.95 X 0.00276 = 826 Air Sensible CFM ELA DW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,0261 A !97 't RESIDENTIAL ROOM COOLING LOAD SUMMARY . Project Name Date The Villas at Madison Club 112512012, ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Master Outdoor Dry Bulb Temperature 112 OF Floor Area 986.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr X X - X X - X X - X X - X X _ X X = X X = X X = X X" _ Page Total, 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 40 (S) 0.0 X 18.1 + 40.0 X 18.2 = 728 Window 41 (S) 0.0 X 18.1 + 7.0 X 18.2 = 127 Window 42 (Vl/) 0.0 X 18.1 + 6.0 X 35.9 = 216 X + X = X + X _ X + X = X + X _ X + X = X +. X = Page Total 1,071 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 1.16 j( 53.95 X 34 = 2,269 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,137 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4, 771 . X 1.16 X 53.95 X 0.00276 = 826 Air Sensible CFM . ELA OW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,026 EnemvPr,o 5.1 by EnerovSoft User Number. 6712 RunCode: 2012-01-25T13:52:47 ID: Page 30 of 31 RESIDENTIAL ROOM COOLING LOAD SUMMARY = Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Once Outdoor Dry Bulb Temperature 112 OF Floor Area 191.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area . U-Factor . CLTD' Btu/hr R-30 Roof Attics (N) 191.0 X 0.0320 X 56.0 = 342 R-19 Wall (N) 121.4 X 0.1020 X 23.0 = 285 R-19 Wall (S) 18.0 X 0.1020 X 26.0 = 48 R-19 Wall 72.0 X 0.1020 X 33.0 = 242 X X = X X = X X - X X = X X = Page Total 917 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 43 (N) 0.0 X 18.1 + 2.6 X 18.1 = 47 X + X - X + X = X + X = X + X = X + X = X + X = X + X - X I + I X - Page Total 47 Internal Gain Btu/hr Occupants o•o Occupants X 230 Btuh/occ. _. 0 Equipment 0.0 Dwelling Unit X- 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 10.45 X 34 = 440 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 1,404 Latent Gain Btu/hr Occupants Occupants 200 Btuh/occ. = o Infiltration: 4,771 X 1.16 X 10.45 X 0.00276 '_ 160 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 160 EnergyPro 5.1 by EnercySoft User Number: 6712' RunCode: 2012-01-25T13:52:47 ID.; Pace 31 of 31 PROJECT: The Villas at Madison Club, T e - atsby Unit WwIfFau-inta, Ca 92253 Project Designer: 78-115 Calle Estado, Suite 201 La QUinta, Ca 922,53:- (760) 564-4707 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, . 77-085 Michigan Drive , Palm Desert, Ca 92 ,(760) 200-4780 CITY OF LA QUANTA BUILDING -& SAFETY-DEPT. APPROVED FOR CONSTRUCTION Z 4 1DATE'W Job Number: Date: JAN 2 7 2012 1/25/2012 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 Nonr6sidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro, 5.1 by EnergySoft User Number: 6712 RunCode; 2012-01-25T14:09:04 ID: k TABLE OF CONTENTS Cover Page 1 Table. of Contents - 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary ' 11 HVAC System Heating and Cooling Loads Summary 14 Room Load Summary 17 Room Heating Peak Loads 20 Room Cooling Peak Loads. 24 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name The Villas at Madison Club Building Type M Single Family O Addition Alone O Multi Family O Existing+ Addition/Alteration Date 112512012 Project Address The Gatsby Unit 2 La Quinta California Energy Climate Zone CA Climate Zone 15 I Total Cond. Floor Area 4,384 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST IZI Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity Features see Part 2 of 5 Status Roof Wood Framed Attic R-30 3,456 Radiant Barrier New Wall Wood Framed R-19 4,339 New Door Opaque Door None 75 New Slab Unheated Slab -on -Grade None 3,014 Perim = 364' New Wall Wood Framed R-13 498 New Floor Wood Framed w/Crawl Space R-13 38 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Front (N) 254.5 0.350 0.33 none none Bug Screen New Left (E) 106.5 0.350 0.33 none none Bug Screen New Right (W 87.8 0.350 0.33 none none Bug Screen New Front (N) 108.0 0.350 0.33 10.0 none Bug Screen New Rear (S) 247.3 0.350 0.33 none none Bug Screen New Right (1,M 48.0 0.350 0.33 10.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Small Gas 50 0.62 Kitchen Pipe Ins New EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 3 of 30 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 112512012 SPECIAL FEATURES INSPECTION CHECKLIST The 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 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 'ustification and documentation submitted. Compliance for all orientations is specified, see section 151 (c) 2 of the Standards and section 7.6.2 of the Residential Compliance Manual. HIGH MASS Design - Verify Thermal Mass: 726.0 ft2 Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 121.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom ' HIGH MASS Design - Verify Thermal Mass: 280.0 ft2 Covered Slab Floor, 3.500" thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass: 1,375. 0 ft= Exposed Slab Floor, 3. 5.00" thick at Kitchen -Dining -Great -Hall HIGH MASS Design - Verify Thermal Mass: 378.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 3-Great HIGH MASS Design - Verify Thermal Mass: 134.0 ft= Exposed Slab Floor, 3.500" thick at Bedroom 3-Great The Roof R-30 Roof Attics includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACC660158CVX110 includes credit for a 13.0 EER Condenser A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACC660158CVX1 10 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACC660156CVX110 includes credit for a 13.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ene Pro 5.1 b Ene Soft User Number: 6712 RunCode: 2012-01-25T14:09:04 /D: Page 4 of 30 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type m Single Family ❑ Addition Alone Date The Villas at Madison Club O Multi Family O Existing+ Addition/Alteration 112512012 ANNUAL ENERGY USE SUMMARY Standard Facing Margin Facing Margin Facing Margin Facing Margin TDV kBtu/ft2- r North East South West Space Heating 5.80 6.60 -0.80 6.36 -0.57 6.08 -0.29 6.77 -0.97 Space Cooling 56.67 44.12 11.95 47.10 9.57 45.10 11.57 46.50 10.17 Fans 11.37 16.31 -4.94 17.10 -5.72 16.38 -5.01 16.92 -5.55 Domestic Hot Water 7.83 9.20 -1.36 9.20 -1.36 9.20 -1.36 9.20 -1.36 Pumps 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Totals 81.67 76.83 4.85 79.75 1.92 76.76 4.92 79.38 2.29 Percent Better Than Standard: 5.9 % 2.4 % 6.0 % 2.8 % BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: All Four orientations Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N) 1,726 363 Fuel Available at Site: Natural Gas (E) 1,285 107 Raised Floor Area: 38 (S) 1,421 247 Slab on Grade Area: 3,014 (W) 1,332 136 Average Ceiling Height: 10.0 Root 3,456 0 Fenestration Average U-Factor: 0•35 TOTAL: 852 ' Average SHGC: 0.33 Fenestration/CFA Ratio: 19.4 % REMARKS ' 97 sq. ft. added to the second floor conditioned area adding for the stairs STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 1/25/2012 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date .The individual with overall design responsibility 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, and recognizes that compliance usin uct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope se i g require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Address 78-115 Calle Estado, Suite 201 Name South West Concepts City/State2ip La Quinta, Ca 92253 Phone (760) 564-4707 Signed License # Date EnemvPro 5.1 by EnemySoft User Number.- 6712 RunCode: 2012-01-25T14:09:04 ID: - Page 5 of 30 tt' CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 112512012, OPAQUE SURFACE DETAILS Surface .Type Area U- Factor Insulation Azm ,Tilt Status' ".Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame Roof 847 0.032 R-30 0 0 New 4.2.1-A8 Master Bedroom 1 Wall 334 - 0.074 R-19 0 '90 New 4.3.1-A5 Master Bedroom 1 Door 21 1.450 None 0 90 New 4.5.1-A1 Master Bedroom 1 Wall 249 0.074 R-19 90 90 New 4.3.1-A5 Master Bedroom 1 Wall 273 0.074 R-19 180 90 New 4.3.1-A5 Master Bedroom 1 . Wall 244 0.074 R-19 270 •. 90 New 4.3.1-A5 Master Bedroom 1 Slab 726 0.730 None 0 186 New 4.4.7-A1 Master Bedroom 1 Slab 121 0.730 None 0 180 New. 4.4.7-A1 Master Bedroom 1 Roof 1,201 0.032 R-30 0 0 New 4.2.1-A8 Kitchen -Dining -Great -Hall Wall 673 0.074 R-19 01 90 New 4.3.1-A5 Kitchen-Dinin -Great-Hall Wall 472 0.074 R-19 - 90 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Door 30 1.450 None 90 90 New 4.5.1-A1 Kitchen -Dining -Great -Hall Door 24 1.450 None 90 90 New 4.5.1-A1 Kitchen-Dinin -Great-Hall Wall 148 0.074 0-19 `' 180 90 New 4.3.1-A5 Kitchen -Dining -Great -Hall Wall 601 0.074 R-19 270 . 90 New 14.3.1-A5 Kitchen-Dinin -Great-Hall Slab 280 0.730 None 0 180 New 4.4.7-A1 Kitchen -Dining -Great -Hall FENESTRATION SURFACE DETAILS ' ID Type Area U-Factor SHGC Azm Status Glazing Type Location/Comments 1. Window 48.0 0.350 NFRC 0.33 1 NFRC 0 New Traditional Windows Master Bedroom 1 2 Window 9.0 0.350 NFRC 0.33 NFRC 0 New " Traditional Windows Master Bedroom 1 3 Window 9.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Master Bedroom 1 4 Window.. 4.5 0.350 NFRC 0.33 NFRC 90 'New Traditional Windows Master Bedroom 1 5 Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Master Bedroom.1 6 Window r - 6.0 0.350 NFRC 0.3.3 NFRC 90 New Traditional Windows Master Bedroom 1 • , 7 Window. 12.5 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Master Bedroom 1 8 Window 12.5 0.350 NFRC 6.33 NFRC 270 New Traditional Windows Master Bedroom 1 ' - 9 Window 108.0 -0.350 NFRC 0.33 NFRC 0 New Traditional Windows Kitchen -Dining -Great -Hall 10 Window 48.0 0.350 NFRC 0.33 NFRC _ 0 New Traditional Windows Kitchen -Dining -Great -Hall 11 • Window 46.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows . Kitchen -Dining -Great -Hall 12 Window 4.5 0.350 NFRC, 0.33 NFRC 0 New Traditional Windows Kitchen -Dining -Great -Hall .13 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Kitchen -Dining -Great -Hall 14 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows Kitchen -Dining -Great -Hall ' 15 Window 6.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows .. Kitchen -Dining -Great -Hall' 16 ' Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall �- (1) - U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: ' 116-B = Default Table from Standards, NFRC = Labeled Value . EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin H t ' Wd Len H t LExt RExt: -Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 9.0 12.0 10.0 0.1 10.0 10.0 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 JBug Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number., 6712 RunCode: 2012-01-25T14:09:04 . ID: Page 6 of 30 r N CERTIFICATE OF COMPLIANCE: Residential, Part 4 of 5 CF-1R- Project Name The Villas at Madison Club Building Type m Single Family ❑'Addition Alone • ❑Multi Family ❑Existing+ Addition/Alteration Date 1112512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status -Joint Appendix 4 Location/Comments Exterior Frame Interior Frame Slab 1,375 0.730 _g2yqt None 0 180 New . 4.4.7-A1 Kitchen -Dining -Great -Hall Roof 38 0.032 R-30 0 •0 New 4.2.1-A8 Bedroom 3-Great Wall 167 0.102 R-13 90 - 90 New 4.3.1-A3 Bedroom 3-Great Wall 276 0.102 R-13 180 96 New 14.3.1-A3 Bedroom 3-Great Wall 55 0.102 R-13 276 90 New 14.3.1-A3 Bedroom 3-Great 3 Slab 376 0.736 None - 0 180 New 4.4. 7-A 1 Bedroom 3-Great Slab 134 .0.730 None 0 160 New . 4.4.7-A1 • Bedroom 3-Great Roof 1,370 .0.632 R-30 0 0 New 4.2.1-A6 2nd Floor Master 2-Bed.4 Wall 336 0.074 R-19 0 90 New ' 4.3.1-A5 2nd Floor Master 2-Bed.4 Wall 236 0.074 R-19 . 90 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Wall 477 0.074 R-19 180 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Wall 296 0.074 R-19 270 90 New 4.3.1-A5 2nd Floor Master 2-Bed.4 Floor 38 0.046 R-13 0 + 180 New 4.4.1-A3 2nd Floor Master 2-Bed.4 FENESTRATION SURFACE DETAILS - ID Type Area U-Factor SHGCz Azm Status - Glazing Type. Location/Comments - 17 Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows • ' Kitchen -Dining -Great -Hall 18 Window 4.5 0.350 NFRC 0.33 NFRC 90 New Traditional Windows Kitchen -Dining -Great -Hall 19 Window 64.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Kitchen -Dining -Great -Hall 20 Window 48.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows . Kitchen -Dining -Great -Hall 21 Window 4.5 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Kitchen -Dining -Great -Hall 22 Window 4.5 0.350 'NFRC 0.33 NFRC 180 New: Traditional Windows Kitchen -Dining -Great -Hall 23 Window 4.6 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Kitchen -Dining -Great -Hall 24 Window 5.9 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall 25 Window 5.9 0.350 NFRC -0. 33 NFRC 270 New Traditional Windows, Kitchen -Dining -Great -Hall 26 Window 15.0 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall . 27 Window 15.0 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall - 28 Window 48.0 _0.350 NFRC 6.33 NFRC 276 New Traditional Windows Kitchen -Dining -Great -Hall 29 Window 4.5 0.350 NFRC 0.33 NFRC 270 New. Traditional Windows Kitchen -Dining -Great -Hall ' 30 Window 4.5 0.350 NFRC 0.33 NFRC 270 New Traditional Windows Kitchen -Dining -Great -Hall 31 Window. 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Bedroom 3-Great 32 Window 48.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows Bedroom 3-Great (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: - 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hanq Left Fin Ri ht Fin H t Wd Len H t LExt •RExt Dist Len H t Dist Len . Hot 17 Bug Screen 0.76 " 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 r.. 21 Bug Screen 0.76 22 Bug Screen 0.76 �* 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 ' 26 Bug Screen - 0.76 27 Bug Screen . 0.76 28 Bug Screen 0.76 8.0 6.0 10.0 0.1 10.0 - 10.0 .29 Bug Screen 0.76 30 Bug Screen 0.76 31 JBug Screen 0.76 32. JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 7 of 30 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGCz Azm Status Glazing Type Location/Comments 33 Window 40.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 34 Window 15.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 35 Window 15.0 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 36 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 37 Window 4.5 0.350 NFRC 0.33 NFRC 0 New Traditional Windows 2nd Floor Master 2-Bed.4 38 Window 24.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows 2nd Floor Master 2-Bed.4 39 Window 24.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows 2nd Floor Master 2-Bed.4 40 Window 8.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows 2nd Floor Master 2-Bed.4 41 Window 8.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows 2nd Floor Master 2-Bed.4 42 Window 8.0 0.350 NFRC 0.33 NFRC 90 New Traditional Windows 2nd Floor Master 2-Bed.4 43 Window 15.8 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 44 Window 6.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 45 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 46 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 47 Window 24.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 48 Window 7.0 0.350 NFRC 0.33 NFRC 180 New Traditional Windows 2nd Floor Master 2-Bed.4 (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin Hot Wd Len H t LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 IBua Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 6.76 47 Bug Screen 0.76 48 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Pa e 8 of 30 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name The Villas at Madison Club Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 OPAQUE SURFACE DETAILS Surface Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Cavity Exterior Frame Interior Frame —Type FENESTRATION SURFACE DETAILS ID Type Area U-Factor SHGC4 Azm Status Glazing Type Location/Comments 49 Window 6.0 0.350 NFRC 0.33 NFRC 270 New Traditional Windows 2nd Floor Master 2-Bed.4 50 Window 6.0' 0.350 NFRC 6.33 NFRC 270 New Traditional Windows 2nd Floor Master 2-Bed.4 (1) Ll-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Ove hang Left Fin Right Fin H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 /D:. Page 9 of 30 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF-1 R Project Name The Villas at Madison Club Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area Volume Year Built New Existina Altered Removed HVAC 1 Master Bedroom 847 8,470 HVAC 2 Kitchen -Dining -Great -Hall 1,655 16,550 Bedroom 3-Great 512 5,120 HVAC 3 2nd Floor Master 2-Bed. 4 1,370 13,700 Totals 4,3841 0 1 01 0 HVAC SYSTEMS System Name O Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 4.2 , EI New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A O Smith CTG-50-227 2 Small Gas Kitchen Pipe Ins 37,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ff c 0 m Q System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 10 of 30 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF-1 R Project Name The Villas at Madison Club Date 112512012 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 116 a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1 R Form. * 150 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U-factor. 150 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. * 150 c : Minimum R-13 insulation in wood -frame wall orequivalent U-factor. * 150 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U-factor. 150 f : Air retarding wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(I): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 a 1A: Masonry or factory -built fireplaces have a closable metal or glass door coverino the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fittinq damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a'firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backf low prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar -water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the.exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 11 of 30 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date The Villas at Madison Club 1 112512012 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot li ht. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114 b 2:'Outdoor Oools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low eff icacy luminaire asspecified by §150(k)2. 150 k 3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150 k 6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150 k 7: All switching devices and controls shall meet the requirements of 150 k 7. 5150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 12 of 30 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R Project Name Date The Villas at Madison Club 112512012 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with' 150 k 11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi h efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to 130 d . §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 13 of 30 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 1 Floor Area 847 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 524 Return Vented Lighting Return Air Ducts Return Fan Ventilation 42 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 89,000 9,519 910 343 14,497 Total Output Btuh 89,000 0 Output Btuh/s ft 105.1 650 785 Cooling System 0 0 Output per System 59,000 1,519 443 42 1,967 Total Output Btuh 59,000 0 650 12,339 1,353 0 Total Output(Tons) 4.9 785 Total Output Btuh/s ft 69.7 Total Output s ft/Ton 172.3 1 18,034 Air System CFM per System 2,025 HVAC EQUIPMENT SELECTION Alrtlow cfm 2,025 Carrier 24ACC660/58CVX110 39,599 13,688 89,000 89,000 Jan 1 AM Alrflow cfm/s ft 2.39 Airflow cfm/Ton 411.9 Outside Air °i° 2.1 % Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 39,599 13,688 Outside Air cfm/s ft 0.05 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 69 OF 69 OF 110 OF Outside Air 42 cfm Supply Fan Heating Coil -2,025 cfm 70 OF 110 °F — ROOM . 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78OF 79/66OF 79/66°F 61/60OF Outside Air -4r M Supply Fan 42 cfm pp y Cooling Coil 2,025 cfm 78 / 66 OF ° 61 / 60 F 52.0 % ROOM �L 78 ! 66 OF EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 14 of 30 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 2 Floor Area 2,167 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,840 Return Vented Lighting Return Air Ducts . Return Fan Ventilation F 108 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 89,000 28,969 2,416 922 36,469 Total Output Btuh 89,000 0 Output Btuh/s ft 41.1 1,980 1,975 Cooling System 0 0 Output perSystem 59,000 3,815 698 108 4,968 Total Output Btuh 59,000 0 1,980 1 36,742 3,114 0 Total Output(Tons) 4.9 1,975 Total Output Btuh/s ft 27.2 Total Output s ft/Ton 440.7 45,388 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION A rflow cfm 2,025 Carrier 24ACC660/58CVX110 39,652 15,156 89,000 89,000 Jan 1 AM Airflow cfm/s ft 0.93 Airflow cfm/Ton 411.9 Outside Alr % 5.4 % Total Adjusted System Output (Adjusted for Peak Design conditions) 1 TIME OF SYSTEM PEAK 1 39,6521 Outside Air cfm/s ft 0.05 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 67 OF 67 OF 108 OF Outside Air 108 cfm Supply Fan Heating Coil 2,025 cfm 69 OF 107 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78OF 81168OF 81/68OF 62/61OF o Outside Air 108 cfm Supply Fan Cooling Coil 2,025 cfm 79 / 67 of 63 / 62 OF 56.0 % ROOM 78 ! 67 OF EnergyPro5.1 by EnergySoff User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 15 of 30 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name The Villas at Madison Club Date 1/25/2012 System Name HVAC 3 Floor Area 1,370 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 866 Return Vented Lighting Return Air Ducts Return Fan Ventilation 69 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible outout perS tem 89,000 14,964 1,548 347 14,453 Total Output Btuh 89,000 0 Output Btuh/s ft 65.0 1,023 783 Cooling System 0 0 Output perSystem 59,0001 2,444 608 69 3,181 Total Output Btuh 59,000 0 1,023 1 19,453 2.1561 0 Total Output(Tons) 4.9 783 Total Output Btuh/s ft 43.1 Total Output s ft/Ton 278.6 1 19,200 Air System CFM perSystem 2,025 HVAC EQUIPMENT SELECTION Airflow cfm 2,025 Carrier 24ACC660/58CVX110 39,496 14,385 89,000 89,000 Jan 1 AM Airflow cfm/s ft 1.48 Airflow cfm/Ton 411.9 Outside Air % 3.4 % Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 39,4961 14,3851 Outside Air cfm/s ft 0.05 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF 68 OF 109 OF Outside Air 69 cfm Supply Fan Heating Coil 2,025 cfm 70 OF 109 OF _.._......_ _ . ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112 / 78 OF 80 / 67 OF 80 / 67 OF 61 / 60 OF o: Outside Air Supply Fan 69 cfm PP y .Cooling Coil. 2,025 cfm 78 / 66 OF ° 62 ! 60 F 53.6 % ROOM 78 / 66 OF EnergyPro 5.1 by EnergySolf User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 16 of 30 ROOM LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 System Name Floor Area HVAC 1 847 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible I Latent CFM I Sensible Master Bedroom 1 Master Bedroom 1 524 9,519 910 524. 9,519 910 343 14,497 PAGE TOTAL TOTAL' 1 524 1 9,519 910 343 14,497 524 9,519 910 343 14,497 ROOM LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 System Name Floor Area HVAC 2 2,167 ROOM LOAD SUMMARY . ROOM COOLING PEAK COIL COOLING PEAK I COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible I Latent CFM Sensible Latent CFM Sensible Kitchen -Dining -Great -Hall Kitchen -Dining -Great -Hall 1 1,585 24,950 1,787 1,585 24,950 1,787 755 29,875 Bedroom 3-Great Bedroom 3-Great 1 255 4,018 629 255 4,018 629 167 6,594 PAGE TOTAL TOTAL' Total includes ventilation load for zonal systems. EnerqyPro5.1 by Enem ySoft User Number. 6712 RunCode:2012-01-25T14:t 1,840 28,969 2,416 922 36,469 1,840 ' 28,969 2,416 922 36,469 ROOM LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 System Name Floor Area HVAC 3 1,370 SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM I Sensible' I Latent CFM I Sensible 2ndF/oorMaster2-Bed.4 2ndF/oorMaster2-Bed.4 1 866 14,964 1,548 866 14,964 1,548 347 14,453 PAGE TOTAL TOTAL" 866 14,964 1,548 347 14,453 866 , 14,964 1,548 347 14,453 Total includes ventilation load for zonal systems. EnerqvPro 5.1 by EneMySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 19 of 30 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 1/25/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Time of Peak Jan 1 AM Floor Area 847.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF , Conduction Area U-Value AT *F Btu/hr R-30 Roof Attics 847.0 X 0.0320 X 44 = 1,193 R-19 Walls 1,100.0 X 0.0740 X 44 = 3,582 Traditional Windows 106.0 X- 0.3500 X 44 = 1,632 Wood Door 21.0 X 1.4500 X 44 = 1,340 Slab -On -Grade perfm = 123.0 X 0.7300 X 44 c 3,951 X X = X X = X X = X X = X X = X X _ X X = X X = X X = X X - X X = X X - X X - X X - X X = X X = X X = X X = X X = X X _ X X = X X = X X = X X = X X = X _ X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 11,697 Infiltration:[ 1.00 X 1.064 X 84Z X 10.00 X 0:424 / 60 ] X 44 = 2,800 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,497 EnergyPro 5.1 by EnergySoft User Number.' 6712 RunCode: 2012-01-25T14:09:04 ID: Page 20 of 30 ROOKHEATING PEAK LOADS Project Name The Villas at Madison Club Date 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen -Dining -Great -Hall Floor,Area 1,655.0 ftz Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area R-30 Roof Attics 1,201.0 R-19 Walls 1,893.3 Traditional Windows 461.3 Wood Door 54.4 Slab -On -Grade perim = 186.0 Items shown with an asterisk (') denote conduction through an interior surface Infiltration:[ 1.00 x 1.064 X 1,655 X Schedule Air Sensible Area Fraction U-Value AT OF X 0.0320 X 44 X 0.0740 X 44 X 0.3500 X 44 X 1.4500 X 44 X 0.7300 X 44 X X X X r X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to another room Page Total 10.00 X 0.424 / 60 ] X Ceiling Height ACH AT = = = = = = = = = = = = = = = = = = = = = = = = = = 44 Btu/hr 1,691 6,165 7,104 3,471 5,974 24,405 = 5,470 TOTAL HOURLY HEAT LOSS FOR ROOM 29,875 Energ Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 21 of 30 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 3-Great Time of Peak Jan 1 AM Floor Area 512.0 ft' Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT °F Btu/hr R-30 Roof Attics 38.0 X 0.0320 X 44 = 54 R-21 Wall 498.0 X 0.1020 X 44 = 2,235 Traditional Windows 55.0 X 0.3500 X 44 = 847 Slab -On -Grade perim = 55.0 X 0.7300 X 44 c 1,767 X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X = X X X X X X = X X = X X = X X. X X = X X = X X = X X Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 4,902 Infiltration:[ 1.00 X 1.064 X 512 X 10.00 X 0.424 / 60 ] X 44 = 1,692 Schedule Air Sensible Area Ceiling Height ACH . AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 6,594 Energ Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 22 of 30 ROOM HEATING PEAK LOADS Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Master 2-Bed.4 Time of Peak Jan 1 AM Floor Area 1,370.0 ft2 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT OF Btu/hr R-30 Roof Attics 1; 370.0 X 0.0320 X 44 = 1,929 R-19 Walls 1,345.2 X 0.0740 X 44 = 4,380 Traditional Windows 229.8 X 0.3500 X 44 = 3,539 R-19 Floor No Crawlspace 38.0 X 0.0460 X 44 = 77 X X = X X = X X = X X = X X = X X = X X - X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 9,925 Infiltration:[ 1.00 X 1.064 x 1,370 X 10.00 X 0.424 / 60 ] X 44 = 4,528 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,453 Energ Pro 5.1 by Energ Soft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 23 of 30 1 .i RESIDENTIAL ROOM COOLING LOAD SUMMARY 1 Project Name Date The Villas at Madison Club 1 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Outdoor Dry Bulb Temperature 112 OF Floor Area 847.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF I Outdoor Daily Range. 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-30 Roof Attics (N) 847.0 X 0.0320 X 56.0 = 1,518 R-19 Walls (N) 334.0 X 0.0740 X 23.0 = 568 Wood Door (N) 21.0 X 1.4500 X 23.0 = 700 R-19 Walls (E) 249.0 X 6.0740 X 33.0 = 608 R-19 Walls (S) 273.0 X 0.0740 X 26.0 = 525 R-19 Walls (lM 244.0 X 0.0740 X 33.0 = 596 X X _ X X = X X = Page Total 4,51s Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded y Fenestration Orientation Area • GLF Area GLF Btu/hr Window 1 (N) 0.0 X 19.2 + 48.0 X 19.2 = 924 Window 2 (N) 0.0 X 19.2 + 9.0 X •19.2 = 173 Window 3 (N) 0.0 X 19.2 + 9.0 X 19.2 = 173 Window 4 (E) 0.0 X 19.2 + 4.5 X 38.8 = 175 Window 5 (E) 0.01 X 19.2 + 4.5 X 38.8 = 175 Window 6 (E) 0.0 X 19.2 + 6.0 X 38.8 = 233 Window 7 (W) 0.0 X 19.2 + 12.5 X 38.8 = 485 Window 8 (VVJ 0.0 X 19.2 + 12.5 X 38.8 = 485 X + X Page Total. Z824 Internal Gain Btu/hr- Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 46.35 X 34 = 1,9.49 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN.FOR ROOM 9,519 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,771 X 1.16 X 46.35 X 0.00276 = 710 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 910 EnergyPro 5.1 by EnemySoft User Number. 6712 RunCode: 2012-01-25T14:09:04 ID: Page 24 of 30 RESIDENTIAL ROOM COOLING LOAD SUMMARY The Villas at Madison Club 112512012 Room Name Kitchen -Dining -Great -Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 1,655.0 ftz Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Dailv Ranae: 34 OF Ooaaue Surfaces R-30 Roof Attics R-19 Walls R-19 Walls Wood Door R-19 Walls R-19 Walls (E) Area X X X X X X X X X U-Factor X X X , X X X X X X CLTD' = = = = = = = = 1,201.0 0.0320 56.0 672.5 0.0740 23.0 472.1 0.0740 33.0 54.4 1.4500 33.0 147.5 0.0740 26.0 601.2 0.0740 33.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded FanPetratinn Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Orientation (N) (N) (N) (N) (N) (N) (E) (E) (E) Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 19.2 108.0 19.2 0.0 19.2 48.0 19.2 0.0 19.2 48.0 19.2 0.0 19.2 4.5 19.2 0.0 19.2 4.5 19.2 0.0 19.2 4.5 19.2 0.0 19.2 6.0 38.8 0.0 19.2 4.5 38.8 0.0I 19.2 4.5 38.81 Page Total Btu/hr 2,152 1,145 1,153 2, 603 284 1,468 Btu/hr Z079 924 924 87 87 87 233 175 175 Internal Gain Btu/hr Occupants 2.0 Occupants X 30Btuh/occ. = 460 E ui ment 1.0 Dwelling Unit X Ej�2 600 Btu = 1,600 Infiltration: 1.064 X 1.16 X 90.56 X 34 = 3,809 Air Sensible CFM ELA AT . TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24,950 Latent Gain Btu/hr Occupants 2.0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 90.56 X 0.00276 = 1,387 Air Sensible CFM ELA aW Y LATENT HEAT GAIN RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 1 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen -Dining -Great -Hall Outdoor Dry Bulb Temperature 112 °F Floor Area 1,655.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF rfaces Orientation Area X X X X X X X X X U-Factor X X X X X X X X X CLTD' = = = = = = = = Page Total Items shown with an asterisk (•) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fpnpstratinn Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Internal Gain Orientation (E) (S) (S) (S) (S) (S) (tM (149 mo Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 19.2 4.5 38.8 0.0 19.2 64.0 19.3 0.0 19.2 48.0 19.3 0.0 19.2 4.5 19.3 0.01 19.2 4.5 19.3 0.0 19.2 4.5 19.3 0.0 19.2 5.9 38.8 0.0 19.2 5.9 38.8 0.0 19.2 15.01 38.81 Page Total DI Btu/hr 175 1,237 928 87 87 87 229 229 583 3, 641 2.0 Occupants X 230 Btuh/occ. C 1.0 Dwelling Unit X 1,600 Btu 1 I Infiltration: 1.064 X 1.16 X 90.56 X 34 = Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24,9501 Latent Gain Btu/hr Occupants 2•0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 90.56 X 0.00276 = 1,387 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM _ 1,787 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS, Room Name Kitchen -Dining -Great -Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 1,655.01t' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr X X = X X — X X — X X X X X X — X X — X X X X Page Total �• 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 27 W 0.0 X 19.2 + 15.0 X 38.8 c 583 Window 28 (Kq 47.4 X 19.2 + 0.6 X 38.8 = 936 Window 29 (WJ 0.0 X 19.2 + 4.5 X 38.8 = 175 Window 30 (VV) 0.0 X 19.2 + 4.5 X 38.8 c 175 X + X = X + X - X + X X + X X + X = Page Total 1,868 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = EA Equipment 1.0 Dwelling Unit X 1,600 Btu = Infiltration: 1.064 X 1.16 X 90.56 X 34 = 3,809 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24,950 Latent Gain Btu/hr Occupants 2•0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 90.56 X 0:00276 = 1,387 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,787 EneravPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 27 of 30 I q I N RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 3-Great Outdoor Dry Bulb Temperature 112 OF Floor Area 512.0 ftz Outdoor Wet Bulb Temperature .. 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range-.' 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-30 Roof Attics (N) 38.0 X 0.0320 X 56.0 = 68 R-21 Wall (E) 167.0 X 0.1020 X 33.0 = 562 R-21 Wall (S) 276.0 X 0.1020 X 26.0 = 732 R-21 Wall (lM 55.0 X 0.1020 X 33.0 = 185 X X = X X = X X = X X = X X = Page Total 1,547 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window 31 (S) 0.0 X 19.2 + 7.0 X 19.3 = 135 Window 32 (S) 0.0 X 19.2 + 48.0 X 19.3 = 928 X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total 1,063 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 28.02 X 34 = 1,178 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 4,018 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,771 X 1.16 X 28.02 X 0.00276 = 429 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 629 EnerovPro 5.1 bv EnemvSoft User Number: 6712 RunCode: 2012-01-25T14:09:04 ID: Page 28 of 30 E P- RESIDENTIAL ROOM COOLING LOAD SUMMARY I The Villas at Madison Club 112512012 Room Name 2nd Floor Master 2-Bed.4 Outdoor Dry Bulb Temperature 112 OF Floor Area 1,370.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range:' 34 °F Orientation R-30 Roof Attics R-19 Walls R-19 Walls R-19 Walls R-19 Walls R-19 Floor No Crawlspace Area X X X X X X X X X U-Factor X X X X X X X X X CLTD' - = = = = = 1,370.01 0.0320 56.0 336.0 0.0740 23.0 236.0 0.0740 33.0 477.2 0.0740 26.0 296.01 0.0740 33.0 38.0 0.0460 19.0 Page Total Items shown with an asterisk (•) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fanactratinn Window 33 Window 34 Window 35 Window 36 Window 37 Window 38 Window 39 Window 40 Window 41 Orientation (N) (N) (N) (N) (N) (E) (E) (E) (E) Btu/hr 2, 455 918 723 33 Area X X X X X X X X X1 GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = Btu/hr 0.0 19.2 40.0 19.2 770 0.0 19.2 15.0 19:2 289 0.0 19.2 15.0 19.2 289 0.0 19.2 4.5 19.2 87 0.0 19.2 4.5 19.2 87 0.0 19.2 24.0 38.8 932 0.0 19.2 24.0 38.8 932 0.0 19.2 8.0 38.8 311 0.0 19.2 1 8.0 1 38.8 311 Page Total 4,006 Internal Gain Btu/hr Occupants 2•0 Occupants X 230 Btuh/occ. = C Equipment 0.0 Dwelling Unit X 1,600 Btu C Infiltration: 1.064 X 1.16 X 74.97 X Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 14,964 S Latent Gain Btu/hr Occupants 2•0 Occupants X 2001 Btuh/occ. = 400 Infiltration: 4,771 X 1.16 X 74.97 X 0.00276 = .1,148 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.5481 0 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date The Villas at Madison Club 112512012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Master 2-Bed.4 Outdoor Dry Bulb Temperature 112 OF Floor Area 1,370.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Surfaces Area X X X X X X X X X U-Factor X X X X X X X X X CLTD' = = = = = = = = Btu/hr Page Total Items shown with an asterisk (•) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded I Fenestration Window 42 Window 43 Window 44 Window 45 Window 46 Window 47 Window 48 Window 49 Window 50 (]rientatinn (E) (S) (S) (S) (S) (S) (S) W (tM Area X X X X X X X X X GLF + •+ + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 19.2 8.0 38.8 0.0 19.2 15.8 19.3 0.0 19.2 6.0 19.3 0.0 19.2 7.0 19.3 0.0 19.2 7.0 19.3 0.0 19.2 24.0 19.3 0.0 19.2 7.0 19.3 0.0 19.2 6.0 38.8 0.0 19.2 6.01 38.81 Page Total Btu/hr 01 311 305 116 135 135 464 135 233 233 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = 460 Equipment 0.0 Dwelling Unit X'l 1,600 Btu = 0 Infiltration: 1.064 X 1.16 X 74.97 )( 34 = 3,153 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 14,964 Latent Gain Occupants 2•0 Occupants X 200 Btuh/occ. Infiltration: 4,771 X 1.16 X 74.97 X 0.00276 = Air Sensible CFM ELA AW _ Btu/hr 400 1 1,1481 I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.5481