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Home My WebLink AboutRES2007-01182, 07-1183Or7---- I I 8Z 07 - 0183 14(mf) 0 U-67A, 44, PREPARED 4/02/08, 12:41:12 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 4/02/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 4711 JOHNSON CREEK LOOP SUBDIV: WILLIAMS CREEK PH 2 CONTRACTOR K D HOMEBUILDERS PHONE (797) 744-5719 OWNER BALL, SCOTT PHONE PARCEL 660050-0201-0150 APPL;NUMBER: 07-00001182 RESIDENTIAL, 1 UNIT DETACHED NEW -= - -------------------------------------------------------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 9/06/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 9/06/07 AP September 5, 2007 4:16:37 PM acarter. 09/06/2007 04:35 PM RH PDA Strings up, slab ground installed. Elevation certificate on file. B115 01 11/01/07 JGM BLDG, FRAMING TIME: 17:00 11/01/07 DP October 31, 2007 4:42:56 PM kwolfe. November 1, 2007 1:05:01 PM kwolfe. need joist hangers in back bedroom loose anchor bolt nuts on front structural panels need screws per manufacture on panels on top moisture barrier needs to be properly installed and sealed do no brick B115 02 .11/02/07 JGM BLDG, FRAMING TIME: 17:00 11/02/07 AP November 2, 2007 9:22:48 AM acarter. OK'd to Rock per John. B130 01 11/12/07 OC BLDG, INSULATION TIME: 17:00 11/12/07 AP November 12, 2007 8:38:41 AM kwolfe. B125 01 4/02/08 BI BLDG, FINAL TIME: 17:00 q &D /09 g0 April 2, 2008 10:25:23 AM glsouth. -------------------------------------- COMMENTS AND NOTES -------------------------------------- �4`+ O ,n c� Ili g � �-}. 1 p►'1.Z� "IkCO *Ili @-,0CX Ae�(4 n1e�. ,,per �1-►r,'s 1;��pr, (4/3/2008) KimwmmWolfe - Re Calling for C q"@ 4711 Johnson Creek N _,.,,A m Page 1 From: Paul Schoenfeld To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Joe G... Date: 4/3/2008 7:49 AM Subject: Re: Calling for C.O. @ 4711 Johnson Creek ALL OK. PAUL >>> Gina Southerland 4/2/2008 12:54 PM >>> BP# 07-1182 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.00v Date: 4/2/2008 Inspection Comments for Final, Permit Year: 7 permit Number: 118'd Address: 4711 JOHNSON CREEK LOOP Type Inspection Type Code Description status Inspection Result Comments B100 BLDG, FOUNDATION-SL IC 09/06/2007 04:35 PM RH PDA B100 BLDG, FOUNDATION-SL, IC Strings up, slab ground installed. Elevation certificate B100 BLDG, FOUNDATION-SL, IC on file. B115 BLDG, FRAMING IC November 1, 2007 1:05:01 PM kwolfe. B115 BLDG, FRAMING IC need joist hangers in back bedroom 6115 BLDG, FRAMING IC loose anchor bolt nuts on front structural panels 13115 BLDG, FRAMING IC need screws per manufacture on panels on top 6115 BLDG, FRAMING IC moisture barrier needs to be properly installed and sealed B115 BLDG, FRAMING IC do no brick B115 BLDG, FRAMING IC OK'd to Rock per John. E150 ELEC, FINAL IC March 10, 2008 4:54:15 PM kwolfe. E150 ELEC, FINAL IC dishwasher/disposal breaker is tripping E150 ELEC, FINAL IC open spaces on panel E150 ELEC, FINAL IC GFI at back proch not tripping E150 ELEC, FINAL IC need light in hall bath E150 ELEC, FINAL IC need office power E150 ELEC, FINAL IC Still need light in hall bathroom. GFI for a/c on right E150 ELEC, FINAL IC side of house. Cannot share hall bath GFI. Need plugs on E150 ELEC, FINAL IC walls in dining room, living room and hall by E150 ELEC, FINAL IC kitchen/dining. I talked to Oscar and he knew nothing E150 ELEC, FINAL IC wall plugs. E150 ELEC, FINAL IC Floor plug in Living Room is too far off of the wall to E150 ELEC, FINAL IC count as a wall plug and need to add wall plug in back E150 ELEC, FINAL IC wall. Terry spoke with Angel and he is aware that a plug E150 ELEC, FINAL IC must be added. E150 ELEC, FINAL IC Added plug in dining room is adequate. P105 PLBG, TOP OUT IC 10/25/2007 04:20 PM RH PDA P105 PLBG, TOP OUT IC No pressure on water lines. No test on drainage lines. Page 1 Date: 4/2/2008 Inspection Comments for Final Permit Year: 7 'ermit Number: 1182 Address: 4711 JOHNSON CREEK LOOP Type Inspection Type Code status Inspection Result Comments Description P105 PLBG, TOP OUT IC Need vaccum breakers on faucets. P125 PLBG, FINAL IC October 31, 2007 1:06:49 PM glsouth. Page 2 Building Codes Page 1 of 1 a ii ' ZV M1LCt�j'LL:C . �yR n.wW —y�l!!!�' 40 «,S MAY FOAM MAN'U,FACT.0 RE:R � - nsun HOME ABOUT US OUR PRODUCTS BUSINESS OPPORTUNITIES ONLINE STORE CONTACT US HOMEOWNERS Building Codes ARCHITECTS ► BUILDERS ► Authorities having jurisdiction have evaluated SEALECTIONO 500 and confirm that it CONTRACTORS intent of North American Building codes. The following approvals/certifications have bE IN THE NEWS BUILDING SCIENCE DEMONSTRATIONS PHOTO LIBRARY VIDEO LIBRARY WARRANTY FACIS LINKS 0 United States ICE -ES ESR #1172 Building Cade Approval Canada I#bmc, e CVrs inc " NuftNisCCIVIC Evaluation ## 12697-R I , Building C! a Approval Other Approvals: Warnock Hersey Certification (Canada) New York State Uniform Fire Prevention and Building Code 8 v eta 4419 N'f' A:�" G coLog Certified Green 1 XD416: Thermal I CLICK HERE TO BOOKMARK THIS PAGE I CONTACT I PRIVACY POLICY I HOME Copyright © 2008 DEMILEC (USA) LLC http://www.sealection500.com/dem/s500/index.php?key=BuildingCode 4/22/2008 City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 4/22/08 Expiration Date . . . . 5/16/08 Parcel Number . . . . . 660050-0201-0150 Property Address . . . 4711 JOHNSON CREEK LOOP COLLEGE STATION TX 77845 Subdivision Name . . . WILLIAMS CREEK PH 2 Legal Description . . . WILLIAMS CREEK #2, BLOCK 1, LO 4.623 Property Zoning . . UNKNO Owner . . . . . . . . Contractor . . . . . . K D HOMEBUILDERS 797 744-5719 Application number 07-00001182 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Special conditions . . Change out existing a/c unit. Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 4/22/08 / Expiration Date . . . . 5/06/08 Parcel Number . . . . . 660050-0201-0150 Property Address . . . 4711 JOHNSON CREEK LOOP COLLEGE STATION TX 77845 Subdivision Name . . . WILLIAM CREEK PH 2 Legal Description . EEK #2, BLOCK 1, LO T 15, ACRES 4.623 Property Zoning . . UNKNOWN Owner . . . . . . . . . BALL, SCOTT % Contractor . . . . . . K D HOMEBUILDERS 797 744-5719 Application number 07-00001182 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Special conditions . . Change out existing a/c unit. Approved . . . . . . . l 'A 1141-11 ding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL APR—+16-2008 04:20 PM KITCHEN DESIGNS 9797762746 P.01 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Exolr06 Febru Iry 28, 2009 National Flood Insuran00 Program Important: Read the in8tnlct1ons on pages 1-8, SECTION A - PROPERTY INFORMATION For Insurance Company Use: I Polity Number A2, Building Street Address (including ApL, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number A* Building Use (e.g., Residential, Non -Residential, Addition, Aocesaery, etc.) � 5, �`�+� a AS. Latitude/Longitude: Lat. __ _ Long. , _ Horizontal Datum: ❑ NAD 1g27 ❑ NAD 1983 A6. Attach at laast 2 photographs of the building if the Cortlflcate Is being used to obtain flood insurance. A7. Building Diagram Numbers_ A8. For a bullding with a crawl space or onciosune(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl spane or enclosures) Sq ft a) Square footage of attached garage sq ft b) No. of permanentflood openings In the crawl space or b) No. of permanent flood openings in the attached garage endasure(s) walls within 1.0 foot above adjacent grade wells within 1.0 tool above adjacent grade Total net area of flood openings In A8.b sq In c) Total net area of flood openings in Ag.b sq In SECTION I3 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name fk Community Number a2. County -Name B3. Stale I ME a5 E4. Map/Panel NurriUor $5. Suffix 60. l 1RM index 87. FIRM Panel 08. Flood 69 Base Flood I=levation(s) (Zone Date effectiva/Revised Date Zone(s) AO, use base flood depth) a --- .CZ-6r, -Ztx�o ng •c'-t- Z006 + 1LCy, I ' 1310. Indloate the source of the Base Flow Elevation (8FE) data or base flood depth entered In Item 89. 0 FIS Profile B FIRM ❑ Community Determined ❑ Other (Describe) 811. lodicatp elevation datum used for BFE in Item B9: P NGVD 1929 ❑ NAVD 1988 ❑Other (Describe) B 12. Is the bullding located in a Coastal Barrier Resources System (GBRS) area or Otherwisr,. Protected Area (OPA)? ❑ Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFO MATION (SURVEY'REQUIRED) C1. 13ul0ing elevations are based on: ❑ ConStntcdon Drawings' ❑ 8uUding Under Construction" IR Rnished Construction "A new Flevation Certir=te will be required when construction of the building is complete. C2. Flevations - Zones Al A30, AF, AH, A (with BFE). VE, VI-V30, V (with SIFE), AR, AR/A, AR/AE. AR/A1-A30, ARIAH, AR/AO. Complete Items C2a-cl below according to the buNding diagram specified in Item AT Benchroarlc Utilized a d�Co(, @d[D .�4«K, 4'-�1I.A. Vertical Datum_- Cgnversion/Comments Check the measurement used. a) Top of bottom Pory (Including basement, crawl Space, or endoslJre floor) , p. feet El rfleterS (Puerto Rico only) b) Top of the next higher floor N 14 J feet ��-I meters (Puerto Rico only) c) Bottom of the lowest horizontal st wural member (V Zone only) �� ❑ feet LJ meters (Puerto Rico only) d) Attached garage (top of slab) '� ,..�['� feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building feet feet ❑ meters (Puerto Rico only) (Desotlhe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG)feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) azy _'5-2feet ❑ meters (Puerto Rico only) SEC"IION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI This certir"lloti Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elev tion information. 1 ecrtlfy that the Information on this Cettlflcate represents my best efforts to interpret the date available. I understand that any false statement may be punlshable by tine orimprfaonment under 18 U.S. Code, Section 1001, J I Check here if comments are provided on back of form. Certifier's Name. License Number o Title Company Name �!� r e _ i rrt- ; c( u �e.�i h . Address City ��2tPCode 7$yb 05 '' r'Au Cc7((Q !e. cr \ $ Signature ate Telephone Lri74)0168„� BRAD KERR ..a......... 4502 FEMA Form 81-31, FeVuary 2006 See reverse side for cont nuatlon. Replaces All previous editions P.02 APR-�;16-2008 04:20 PM KITCHEN DESIGNS 9797762746 IMPORTANT: In these spaces, copY the corresponding information from Section A. and/or Bldg. No.l or P.O. City For Insurance Company Use: Policy Number ZIP Code I Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both aides of this Elevation Certlfcate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (' �p ►hi, rLev►�c,r�t 1�_ik z q R' Date - -- Check here if attachments SECTiO - DING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El E5. If the (.'ertl&ate is Intended to support a LOMA or LOMk-F Bequest, wmplete Sections A, 8, and C, For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter' meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). e) Top Of bottom Boor (Including bagernent, crawls ace, or enclosure ra ❑ ❑ below the HAG. p ) � - � feet ❑meters above or b) Top of hottum floor (irrUiding basement, Gawl sparse, or enclosure) is ❑ below the LAG ❑feet ❑meters ❑above or E2. For Building Diagrams 6.8 with permanent flood openings provided in Section A Items 8 and/or 9 (see age 8 of Instructions), the next higher fluor (elevation C2.b in the diagrams) of the building is _ ❑fast] meters ❑above 4r u below the HAG.E3, Attached garage (top Of slab) is _ ._ ❑ feat ❑ meters ❑ above or ❑ below the HAG. E4, Top of platform Of machinery and/or equipment tervk;ing the building is ❑feet ❑meters above or ❑ below the HAG. E5, Zone AD only. ff no flood depth number is available, is the top of the bottom floor elevated in accordance with ttia community's floodptain management ordinanr.e? [I Yes ❑ No ❑ Unknm. n. 'rhe local Of vial must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'$ REPRESENTATIVE) CERTIFICATION The property Owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or nommunity-issuod BFE) or Zone AO must sign here. The arntornsnts in SOCLions A, B, and E are correct fo the beat of my knowledge.. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code .� Signature Date Telephone Comments — —�-_ — _ � Check here Mattachrrwn s SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local Official who is sothnrlied by law or ordinance to administer the community's floodpiain management ordinance Can compileIe Seelions A, 8, C (or ET and O.of this Eevation Cetilicate..COmp!ete the applicable itena(s) and son beoow. Checlt#he measurement used in Items G8. and Q9. G1. ❑ The information in section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who ❑ is aulbori7ed by law to Certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G 2. A eommunrty OfFcral nompleted Section E for a building located In Zone A (without a FEMA-issued Or community -Issued BFE) or Zone AO. C,3. ❑ The following Information (Items G4.-Q3.) is provided for community floodpiain management purposes. Permit G6, Date Permit G6. Date Certificate Of G7, This permit has }peen issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (Inr..luding basement) of the building: 4!;9. BFE or (in zone AO) depth of flooding at th„ building site: Local Offlolal's Name Title Community Name lelephons Signature - Date Comments ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum issued T -- -, C1 Check her Hattachments F.EMA Form 81-31, February 2006 Replaces all previous editions Nis 3;�Ivt rkh�� VA,�ves- Ced - 10 30Vd O/d ODAV-1 95LZ9LL60b Tb:TT 800Z/TZ/170 KD Homes HVAC Load Calculations for Scott Ball 4711 Johnson Creek Loop College Station, TX. 77846 RHVACWACftGIDXWnAL LoAce Prepared By: Gilbert Lavender/ TACL8000107C LAVCO A!C & HTG. P.O. Box 62 Bryan, TX. 77806-M2 979.776.2756 Saturday, April 19, 2008 ZO 39Vd ON ODAV-1 99LZ9LL60b TV:TT BOOZIZZ/VO r Pro ec#-Report _. Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Client E-Mail Address: Company Nam: Company Representative: Company Address: Company City. Company Phone: Company Fax: Company E-Mail Address: Company Website: Gilbert Lavender Saturday, April 06, 2008 $Gott Ball 4711 Johnson Creek Loop College Station. TX. 77W 979.777.5477 sbaliCauddenfink LAVCC A/C & HTG. Gilbert Lavender P.O. Box 62 Bryan, TX. 77806-0062 979.776,2756 979.776.2755 gillavl@verizon.net lavcoac-cam Daily Temperature Range: Medium Latitude: 31 Degrees Elevation: 322 ft. Altitude Factor,. 0-988 Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Fedor: 1.000 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adf Factor 1,000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Dif%nce Winter 29 0 30 72 17 Summer: 96 76 50 75 39 Total Building Supply CFM: 2,864 CFM Per Square ft.-. 0.619 Square ft. of Room Area: 4.624 Square ft. Per Ton: 668 I Volume (ft) of Cond_ $pace: 47,737 Air Turnover Rate (per hour): 3.6 i Total Heating Required With Outside Air: 110.122 Btuh 110.122 MBH Total Sensible Gain: 62,273 Rtuh 89 % Total Latent Gain: 7,316 Stuh 11 % Total Cooling Required With Outside Air. 69,589 Stuh 5.80 Tons (Based On Sensible t Latent) 6.92 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. 1 All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\EIKG\Rhvacw\Projects\ball.rhv Saturday, April 19, 2008, 12:32 PM E0 39Vd O/d 00na-1 55LZ9LLG0b Ttl:TT 800Z/TZ/b0 Ism ' P - 4 r M 1 +��ww► i - (Nliscellaneous-Report__._...---..__.....__.. _ .....-___..--..___-_......._....--._--� Winter: 29 0 30 72 16.05 Summer: 96 76 50 75 39.28 Winter: 29 0 30 72 16.65 Summer. 96 76 50 75 39.28 Winter za u su r4 10.0a Summer: 96 76 50 75 39.28 Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor. 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 Wmin Maximum Velocity: 900 ft./min 750 ftlmin Minimum Height: 0 in. 0 in. Maximum Height: 0 in_ 0 in. j Winter Summer Infiltration: 0.130 AC/hr I 0.070 AC/hr I Above Grade Volume: X 4.7,7.3% Cu_R X 47,737 Cu-ft. 6,206 Cu.ft./hr 3,342 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 103 CFM 56 CFM Total Building Ventilation: 0 CFM 0 CFM -System 1- Infiltration & Ventilation Sensible Gain Multiplier 22.83 = (1.10 X 0.988 X 21.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 26.40 = (0.68 X 0.988 X 39.28 Grains Difference) Infiltration & Ventilation Sensible Lase Multiplier. 46,75 = (i.10 X 0.988 X 43.00 Winter Temp. Difference) --System ?- Infiltration & Ventilation Sensible Gain Multiplier. 22,83 = (1,10 X 0.988 X 21.00 Summer Temp, Difference) Infiltration & Ventilation Latent Gain Multiplier 26.40 = (0.68 X 0.988 X 39.28 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 46.75 = (1.10 X 0.988 X 43.00 Winter Temp. Difference) ---System 3--- Infiltration & Ventilation Sensible Gain Multiplier: 22.83 = (1.10 X 0.988 X 21.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier. 26.40 = (0-68 X 0.988 X 39.28 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 46.75 = (1,10 X 0.988 X 43.00 Winter Temp. Differenoe) . 111 I a 1 Supply Main Attic 105 u.1c o oil NO 1 Return Main Attic 168 0.24 8 189 No i C:1Elite1iRhvacWAProjectMb8ll.rhv Saturday, April 19, 2008, 12,32 PM b0 39dd O/a oDna-1 99LZ9LL60b Tb:TT 80OZ/TZ/b0 C:1Elite%Rhvacw\Projectslball.rhv Saturday, April 18, 2008, 12:32 PM 90 39tid Old ODAV'1 55Lz9LL60v TV:TT 800Z/ZZ/b0 Load Prlevitsw Report Building System 1 Duct Latent Zone 1 i-Bedroom 1 2-Master Beth/Clomt 3-Offtel Bectronics 4-Foyw 5-Liviv System 2 Duct Latent Zone 2 6-pining 7-IGt hen 8-Breakfast 9-Hairvay/Stair 10-Bath morn/uSty 11-Media System 3 Duct Late"t Zone 3 12-Bedroom 2 13-Bath 3 14-Bath 41 Closet 15•Bedroom 3 16-Bedroom 4 5-60 6.92 SW 4,624 62,273 7,310 691589 110,122 1,447 2,864 2,864 Yea 2,02 2.29 828 1,892 20,614 3,587 24,201 32,316 425 948 948 12x14 1,418 1,418 1,892 20,614 2,169 22,7a3 32,316 425 948 948 12x14 360 5,039 569 5,608 8,038 106 232 232 2-6! 384 3,946 354 4,300 7,430 98 181 181 2-6 432 4,535 M 4,697 7,867 103 209 209 2-6 140 945 47 992 2,242 29 43 43 1-4 576 6,160 1,037 7,187 6,740 89 283 263 3-6 Yea 1.74 2.10 677 1,425 18,935 1,889 20,824 34,149 449 871 871 10x16 950 950 1,425 18.935 939 19,874 34,149 449 $71 871 10x16 224 3,805 99 3,904 6,351 83 175 175 2-5 266 5.047 $00 5,547 8.081 106 232 232 2-6 169 2,695 56 2.751 4,187 55 124 124 1-7 216 720 30 750 1,533 20 33 33 1-4 230 2,192 109 2,301 5,432 71 101 101 1-6 320 4.476 145 4,621 8,565 113 208 206 2-6 Yes 2.05 2,52 518 1,307 22,724 1,640 24,564 43,657 574 1,046 1,045 12x18 875 878 1,307 22,724 962 23,685 43,657 574 1,045 1.045 12x16 224 4,962 203 5,245 9,108 120 228 228 2-6 304 4,313 239 4,552 9,382 123 198 198 2-6 247 4,721 78 4,799 91061 119 217 217 2-6 266 4.413 281 4,694 8,043 106 203 203 2-6 266 4.314 81 4,30 8,043 106 198 198 2-6 C:lElitelRhvscw\Projects\ball.rhv Saturday, Apili 19, 2008, 12:32 PM 90 30Vd Old OOAV-1 55LZ9LL60b Tb:TT 800Z/TZ/b0 [Sstem 9 - Zone 2 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 8 am gam 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm B pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours SYSTEM HAS ADEQUATE EXPOSUREDIVERSITY. System is on N, E. S, W rosette. Peak load exceeds 12-hour average load by 18.7%- AEG Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition. A system has adequate exposure diversity if the peak -hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more then 30 percent. C:1EIite%Rhvacw\Projects1ball.rhv Saturday, April 19, 2008, 1.2:32 PM L0 39Vd O/d 00AV-1 99LZ9LL60b TV:TT 800Z/TZ/b0 wrtl'; .}Ni,AJa: System 2 - Zone 2 - Adequate Exposure Diversity es# Test For Adequate Exposure Diversity 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 5 pm rpm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours ',.. ,,.... ,,, •i :..i.,,,,.. A r�':;'<��1 ��.r�`� � w.f--f'jF" p�ti. �.1,�:'r Ir �w. :r�i:��r� �,�,� �„ i. :. �k ';1 .','n�R��i''7,�;.� .14'.•4w 1.•Y w'Y�+[, �'�:•1%.a �.. L� +,. '`1 �.+-� ADEQUATESYSTF-" HAS System is on N. E, S, W rosette. Peak load exceeds 12-hour average load by 23.6%. AEb Excursion (amount by which peak exceeds 1.3 x average): 0 Stuh Definition: A system has adequate exposure diversity if the peak -hour glass load for the entire conditioned space does not exceW the average gloss load for the entire conditioned space by more then 30 percent. C:%Elite*thvacwiProjectsYWl.rhv 80 3Jdd a/b 03AV-1 Saturday, April 19, 2008, 12:*, M 59LZ9LL60b TV:TT 800Z/ZZ/V0 �MR3M��tir� i�tl �: i - r' ti�� . ,� �f i � • � rM�r +n�1e1�N°,T7wIrT.R�' 'i Sy steure :Divers Test m 3 - Co of Zone 3 - Ade uate Ex psst— _ ._._.__.. __. — -- -- __ -- _ Test For Adequate Exposure Diversity 8 am gam 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours SIN 4 .1 a 'i,i;`,• n.,,l ... s.¢ ,:. N1 v,,J 'i ,..�. C!C �f ^f,r�� 1. .�_ i3A...�,t.. ADEQUATESYSTEM HAS - DIVERSITY - System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 28-8%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 113tuh Definition: A system has adequate exposure diversity if the peak -hour glass load for the entire condl exceed the average glass load for the entire conditioned space by more than 30 percent. C:1Elite%Fthvacw%ProjectsMball. my 60 3Jdd 0/d 00AV-1 Saturday, April 19.2008, 12:32 PM 99LZ9LL60b Tb:TT 800Z/TZ/b0 �iwloll W.F System 1 - Zone 2 - PvOiRmetfic Chart ZC Zone (Room) Condition Oc outdoor Condition LC Leaving Coil. Condition EC Entering Coil Condition SD Supply Duct Temperature Rise DTF Draw Through Fan Sensible Gain 7VAb 70 se 42 28 14 C-xElke\Rhvacw\Projeicts\ball,rhv Saturday, April 19, 2008, 12:32 PM OT 39Vd O/V 00AV-1 99LZ9LL60V TI?:TT 80OZ/TZ/t?O "M Poll go I' 7 ct ystem 2 -Zone 2 - Ps yphromettic Chart zc --z&ne —(R b6W&Ition oc*"- LC Leaving Coil Condition EC SD Supply Duct Temperature Rise DTF .. .... .. .... .... . . ..... . .......... outdoor Condition Entering Coil Condition Draw Through Fan Sensible Gain 7!7Ab 70 So/ c wx 42 2E 14 .. ............. 10% 53 to 8 cu n . .. . ....... . . . C:\lE-lite\Rhvacw\ProjeM\b8ll-rhv 11 39Vd Saturday, April 19. 2008, 12:32 PKII O/V 001117-1 55LZ9LL600 TV:TT 800Z/TZ/V0 J •..:..Y � �� I� Y ..�: j', i'1 ➢ iSp. . J i.Yk.. d n .. .. .r�„�. .., .�.. . �. .. •; is �:a :�" ��.:: r S stem 3 - Copy of Zone 3 - Ps chrometric Chart ZC Zone (Room) Condition oC Outdoor Condition LC Leaving Coil Condition EC Entering Coil Condition SD Supply Dud Temperature Rise J)TF Draw Through Fan Sensible Gain as yro w 70 58 42 28 14 0 C:1E Iite%RhvacwWrojects%*ll. rhv ZT 39dd 0/b 00AV-1 Saturday, April 19, 2008, 12:32 PM s9tz9LL60b Tb:TT 800Z/TZ/b0 .rii: '' ::a` .. r ..., ..-...-__.. _-___........_.___._.... r Total Buildinq Summety Loads 2A-v-o: Glazing -Double pa0.60), operable window, vinyl frame, u-value 0.66 2B-v-o: Glazing-Doubie pane low-e (v = 0,60), fixed sash, vinyl frame, u-value 0.64 11 N: Door -Metal - Polystyrene Core 11p: Door -Metal - Polyurethane Core 11 G: Door -Wood - Panel 11A; Door -Wood - Hollow Core 12C-0bw. Wall -Frame, R-13 Insulation In 2 x 4 stud cavity, no board insulation, brick finish, wood studs 12C-0sw- Wall -Frame, R-13 insulation in 2 x 4 stud cavity, no board insulation, siding finish, wood studs 18A-30: Roof/Calling-Below roof joists, Dark or Bold - Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Ter and Caravel, R-30 blanket or loose fill 16B-30: Roof/Calling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dario Asphalt Shingles or Dark Metal, Tar and Caravel or Membrane, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil 22A-ph: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy moist soil 20P-Ot-, Floor -Over open crawl space or garage, Passive, no insulation, the or vinyl 20P-0c: Floor -Over open crawl space or garage, Passive, no insulation, carpet or hardwood Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 103, Summer CFM: fib Ventilation: Winter CFM: 0, Summer CFM: 0 Total Building Load Totals: Total Building Supply CFM: 2,854 Square ft. of Room Area: 4,624 Volume (W) of Cond. Space: 47.737 Total Heating Required vvnn Vutsios Pir: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air. 110,122 Btuh 62,273 Btuh 7,316 Btuh 69,689 Btuh 1,116 1,149 1,149 102.8 1,547 0 1,161 1.161 21.3 266 0 198 198 15.6 361 0 269 269 17.8 359 0 267 267 2815A 11,016 0 4,613 4,613 773.7 3,028 0 1,935 1,935 1582 2,313 0 1,667 1,667 3042 4,155 0 6,451 5,461 240 12,178 0 0 0 36 2,102 0 0 0 1041 23.322 0 8,677 8,677 532 8,608 0 3,278 3,278 80.903 0 40,000 40,080 9 1.800 2,070 3,870 800 2,600 3,400 0 0 0 24,381 3,246 16.249 19,495 4.838 1,470 1,274 2,744 0 0 0 0 110,122 7,316 62.273 69,589 CFM Per Square ft.: v.01 s Square ft. Per Ton: 668 Air Turnover Rate (per hour): 3.6 0.122 MBH 89 % 11 % 5.80 Tons (Based On Sensible + Latent) 6.92 Tons (Based On 75% Sensible Capacity) Calculations are based on Sth edition of ACCA Manual J. All computed results are estimates as building use and weather may vary - Be sure to select a unit that meets both sensible and latent loads. C-,0ite\RhvacwlP rajectslbal 1. rhv Saturday, April 19, 2008, 12:32 PM 61 39Vd O/d 00na1 55LZ9LL60b Zb:ZZ 800ZIZZfb0 `Building Loss 110,122 Btuh Building Gain 69,589 Btuh Chad Floor 42%... Fl Roof 10%.-- Wall 9% Roof 6% Wall 13*/6 Glass 18% Ductwork 22% Door 2% Glass 10% .-..Ductwork 28% Equipment 5% Ae 6% voor aw C'1Elite%Rhvac%AAProjedsball.rhv Saturday, April 19, 2008,12:32 PM VI 3DVd O/V 00AV3 99/-z9z.I60v TV:TT 800z/TZ/V0 FT7. 50,000 40,000 30,000 Building Loss 110,122 20,000 Btuh 10,000 0 L=7—,-- ---- -..---_j Floor 42% Wall 13% Door 2% Infiltration 4% Roof 6% Glass 10% Ductwork 22% 20,000 15,000 Building 10,000 Gain 69,589 Btuh 5,000 0 Floor 17% wall 9% Door 3% Equipment 50/dnfiftration 4% Roof 10% Glass IS% People 6% Ductwork 28% C-\Elkg\Rhvgcw\Projects\boll.rhv Saturday, April 19, 2008, 1 ;,,,Ip PM ST 30Vd O/V ODAV-1 95LZ9LL60V TV:TT BOOZ/TZ/tO a_ ��"y S -stem l Zone 2 Summa Loads � 2A-v-o: Glaring-t]ouble pane low-e (e = 0,60). operable 105 2,484 0 3,013 3,013 window, vinyl frame, u-value 0.55 2B-v-o: Glazing -Double pane low-e (e = 0.60), fixed sash, 48 1,116 0 1,149 1,149 vinyl frame, u-value 0.54 11 N: Door -Metal - Polystyrene Core 42.3 637 0 474 474 12C40bw: Wall -Frame, R-13 insulation in 2 x 4 stud 1372.7 5,371 0 2,249 2,249 cavity, no board insulation, brick finish, wood studs 1BA-30: Roof/Ceiling-Below roof joists, Dark or Bald- 1316 1,924 0 1,387 1,387 Color Asphalt Shingle, Dark Metal, Dark Membrane, 1 Dark Tar and Gravel, R-30 blanket or loose fill 16B-30: Roof/Ceiling-Under attic or knee wail. Vented 576 793 0 1,032 1,032 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pm: Floor -Slab on grade. No edge insulation, no 107 6,429 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil i 22A-ph: Floor -Slab on grade, No edge insulation, no 38 2,102 0 0 0 Insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 19,856 0 9,304 9,304 People: 5 1,000 1,150 2,150 Equipment: 500 1,400 1,900 Lighting: 0 0 0 Ductwork: 10,260 1,418 8,181 9,599 i 1 Infiltration: Winter CFM: 47, Summer CFM: 25 2,200 669 579 1,248 i Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Zone 2 Load Totals: 32,316 3,587 20,614 24,201 NOME Supply CFM: 948 CFM Per Square ft.: 0.501 Square ft of Room Area: 1,892 Square ft. Per Ton: 826 Volume (fe) of Cond. Space: 21,724 Air Turnover Rate (per hour): 2.6 4 Total Heating Required With Outside Air. 32,316 Btuh 32,316 MOH Total Sensible Gain: 20,614 Btuh 85 % Total Latent Gain: 3,587 Btuh 15 % Total Cooling Required With Outside Air: 24,201 Btuh 2.02 Tons (Based On Sensible + Latent) E 2.29 Tons (Based On 75% Sensible Capacity) i t Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I C:IEldelRhvacwlProjectslball.rhv Saturday, April 19, 2008, 12:32 PM 9T 39Vd O/V 03AV-1 99LZ9LL60b Tb:TT 800Z/TZ/170 �Sys>`em 2 Zone 2 Summer r Loads---- - 2A-v-o: Glazing -Double pane low-e (e = 0.60), operable 234.6 5,546 0 5.814 5,814 window, vinyl frame, u-value 0,55 11 N: Door -Metal - Polystyrene Core 60.5 910 0 677 677 11 P: Door -Metal - Polyurethane Core 21.3 266 0 198 198 12C4Obw: Walt -Frame, R-13 insulation in 2 x 4 stud 1013.7 3,967 0 1,661 1,661 cavity, no board Insulation, bride finish, wood studs 16B-30: Roof/Ceiling-Under attic or knee wall, Vented 1159 1,694 0 2,076 2,076 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 i insulation 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 266 389 0 280 280 Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 22A-pm: Floor -Slab on grade, No edge insulation, no 133 6.749 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil 20P4X Floor -Over open crawl space or garage, Passive, 266 5,959 0 2,211 2,217 no insulation, the or vinyl Subtotals for structure: 25,380 0 12,923 12.923 People: 1 200 230 430 Equipment: 300 1,200 1,500 Lighting. 0 0 0 Ductwork- 7,324 950 4,201 6,151 Infiltration: Winter CFM: 31, Summer CrM: 11 1,445 439 381 820 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 Zone 2 Load Totals: 34,149 1,889 18,935 20,824 Supply CFM: 871 CFM Per Square ft_: 0.611 Square ft. of Room Area: 1,425 Square ft, Per Ton: 677 Volume (ft) of Cond- Space: 14,250 Air Turnover Rate (per hour): 3.7 Total Heating Required With Outside Air, 34,149 Btuh 34.149 MBH Total Sensible Gain: 18,936 Btuh 91 % Total Latent Gain: 1,889 Btuh 9 % Total Cooling Required With Outside Air 20,824 Btuh 1.74 Tons (Based On Sensible + Latent) 2.10 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. REIM Ail computed results are estimates as building use and weather may vary - Be sure to select a unit that meets both sensible and Patent loads. C:1Elde%Rhvacw\Projectslball.rhv Saturday, April 19. 2008. 12:32 PM LT 39Vd D/a 03na-1 55LZ9LLG0V Zb:ZZ B00ZfZZ/00 [�Sysi*em 3 Gop� of Zone 3. Summary Loads 2A-v-o; Glazing -Double pane low-e (e = 0.60), operable 96 2,272 0 2,596 2,588 window, vinyl frame, u-value 0.55 11 G- Door -Wood - Panel 15.6 361 0 269 269 1 % Door -Wood - Hollow Core 17.8 359 0 267 267 12C4)bw' Wall -Frame, R-13 insulation in 2 x 4 stud 429 1.575 0 703 703 i cavity, no hoard insulation, brick finish, wood studs 12C-0sw- Wall -Frame, R-13 insulation in 2 x 4 stud 773.7 3,028 0 1,936 1,935 cavity, no board insulation, siding finish, wood studs 116B-30: Roof/Ceiling-Under attic or knee wall, Vented 1307 1,798 0 2,343 2,343 Attic, No Radiant Barrier, Dark AsphaK Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 2OP4H: Floor -Over open crawl space or garage, Passive, 775 17,363 0 6,460 6,460 no insulation, the or vinyl 20P-0c: Floor -Over open crawl space or garage, Passive, 532 8,808 0 3,278 3,278 no insulation, carpet or hardwood Subtotais for structure-. 36,667 0 17,853 17,853 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork 6,797 878 3,867 4,746 Infiltration: Winter CFM: 25, Summer CFM: 14 1,193 362 314 675 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3 Copy of Zone 3 Load Totals: 43,657 1,840 22,724 24,564 Supply CFM: 1,045 CFM Per Square ft.: 0.800 f Square fL of Room Area: 1,307 Square fL Per Ton: 518 i Volume (W) of Cond- Space; 11,763 Air Turnover Rate (per hour): 5.3 Total Heating Required With Outside Air. 43,657 Btuh 43,667 MBH Total Sensible Gain, 22,724 Btuh 93 % Total Latent Gain- 1,840 Btuh 7 % Total Cooling Required With Outside Air: 24,564 Btuh 2.05 Tons (Based On Sensible + Latent) 2.52 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary - Be sure to select a unit that meets both sensible and latent loads. C:1Elde\Rhvacw\Projects%all_rhv Saturday, April 19, 2008, 12,32 PM 8T 39dd O/V 00AVI 85LZ9LL60b TV:TT 800Z/TZ/b0 [S�stem�l Zone 2 Pie Chart System 1 Zone 2 Loss 32,316 Btuh System 1 Zone 2 Gain 24,201 Btuh Floor 234 Roof 8%.....___- Wall 1 Roof 10% Wall 9%. Glass 17% Door 2% Iq People 9% .77 Ductwork 32% or 2% Glass i 1 % nfiltration 5% Equipment 8% --- Ductwork 40% C-1Elite\Rhvacw►Projectslbali.rhv Saturday, April 19, 2008, 12.32 PM 61 39VJ O/a ODAV-1 99LZ9LL60b Tb:TT 800Z/TZ/b0 _... ......... —... _ ... ..,.----... — --- - ....__......_.--.---_.... ._....._::._.... k! stem 2 ,rg e_2 Pie Chart _ System 2 Zone 2 Loss 34,149 Btuh System 2 Zone 2 Gain 20,824 Btuh Floor 37%- Roof I Wall 12% F Roof 11 %- Wall 8% -- _ _. _ Glass 28% W_ Ductwork 21 % ---..-.--Door 3% class 16% )uctwork 25% Equipment 7% aple 2% C:\Elite%Rhvacw%Projects%ball_rhv Saturday, April 19, 2O08, 12:32 PM OZ 39ad O/C ODAV-1 99tz9LL60b Tb:TT 800Z/TZ/tO i E4�_s em 3 COPY of Zone 3 Pig Chart _ System 3 Copy of Zone 3 Loss _ 43,657 Floor 60% Btuh System 3 copy of Zone 3 Gain 24,564 Btuh Floor 40%... Roof 10% Wall 11 % 16% )or 2% 'lass 5% 0 Wetwork 19% ...... —People 5% Door 2% Glass 11 % C:1Elite\Rhvecw\Projectsiball_rhv Saturday, April 19, 2008, 12:32 PM TZ 30Vd Old 00AV-1 59LZ9LL60b Tb:TT 800Z/TZ/b0 ystem 1 Zone 2 Bar Graph 15,000 r �. System 1 Zone 2 Loss 32,316 Btuh System 1 Zone 2 Gain 24,201 Btuh C:1E4it9%Rhvacw\Pro]edmba11.rhv ZZ 39Vd Floor 23% Wall 17% Door 2% Infiltration 7% Roof 8% Glass 11 % Ductwork 32% Roof 10% Glass 17% People 9% Ductwork 40% Wall 9% Door 2% Equipment 8% Infiltration 5% "urday, April 19, 2008, 12,32 PM O/V OOAV'1 99LZ9LL60b Zb:tt 800Z/ZZ/b0 1 ', l'� �f•• ,9' ;�; �. :, 5:' � I. ",f j. ;. ��r�.';,ra �';��' h,'�iv 'ii�i _,qystem 2 Zone 2 Bar Graph 15,000 10,000 System 2 Zone 2 Loss 34,149 5,000 Btuh UI..._._...._.. _ -- ... ....._J Floor 37% Wall 12% Door 3% Infiltration 4% Roof 6% Glass 16% Ductwork 21 % 6,000 5,000 4,000 System 3,000 2 Zone 2 Gain 20,824 2,000 Btuh 1,000 0 - ------ -- — - - Floor 11 % Wall 8% Door 4% Equipment 70/dnfiltration 4% Roof 11 % Class 28% People 2% Ductwork 25% C:1ElitelRhvacw\Proiectslball.rhv— _ Saturday, April 19, 2008. 12:32 PM CZ 30Vd ON 00AV-1 99LZHLHV Tb:TT 800Z/1Z/170 Will INJ—�^r 11 A 110WA4 - N System 3 Copv of Zone 3 Bar Graph 30,000 25,000 20,000 System 3 Copy 15,000 of zone 3 Loss 10,000 43,657 Btuh 5,000 0 .... -. . .. ... ........ . ..... Floor 60% Wall 11% Door 2% Infiltration 3% Roof 4% Glass 5% Ductwork 16% L-UO I System 6,000 3 Copy of Zone 3 4,000 Gain 24,564 Btuh 2,000 0 . ... .. Floor 40% wall 11% Door 2% Ductwork 19% Roof 10% Glass 11 % People 5% Infiltration 3% c:\Elite\Rhvacw\Prqjects\ball.rhv Saturday, April 19, 2008, 12:32 PM VZ 30Vd ON OOAVI 99Z.Z9/-L60V TV:TT 800Z/TZ/V0 I $j/S., tern 9 Zone T Overage aam_ s-�summa Loads Avera a Load Procedure for R--!< � 2A-v-o: Glazing -Double pane low-e (e = 0.60), operable window, vinyl frame, u-value 0.55 2B-v-o: Glazing -Double pane low-e (e = 0,60). fixed sash, vinyl frame, u-value 0.54 11 N: Door -Metal - Polystyrene Core 12C-Obw: Wall -Fame, R-13 insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs 18A-30- Roof/Ceiling-Below roof joists, Dark or Bold - Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 16&30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Darts Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy dry or light wet soil 22A-ph: Floor -Slab on grade, No edge insulation, no insulation below floor, any flow cover, passive, heavy moist soil Subtotals for structure: People: Equipment: Lighting: Ductwork' Infiltration: Winter CFM: 47, Summer CFM: 25 System 1, Zone 1 Load Totals: Supply CFM: 948 Square ft, of Room Area: 1,892 Volume OF) of Cond. Space: 21,724 105 2,484 0 3,013 3,013 48 1,116 0 11149 1,149 42.3 637 0 474 474 1372.7 5,371 0 2,249 2,249 1315 1,924 0 1,387 1,387 676 793 O 1,032 1,032 107 5,429 0 0 0 36 2,102 0 0 0 19,856 0 9,304 9,304 5 1,000 1,150 2,150 500 1,400 1,900 0 0 0 10,260 0 8,181 8,181 2,200 669 579 1,248 32,316 2,169 20,614 22,783 CFM Per Square ft_ 0.501 Square ft, Per Ton: 917 Air Turnover Rate (per hour). 2.6 Total Meeting Required' 32,316 Btuh 32.316 MOH Total Sensible Gain: 20,614 Btuh 90 % Total Latent Gain: 2,169 Btuh 10 % Total Cooling Required: 22.783 Btuh 1.90 Tons (Based On Sensible + Latent) 2.06 Tons (Based On 76% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual I All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:1Elit %RhvaCYAProjects%ball.rhv - Saturday, April 19, 2008, 12:3>� PM 5Z 39Vd ON 00nV-1 55LZ9LL60b Tb:TT B00Z/TZI170 i (S stem 2, Zone 2Summary Loads (Average Load Procedure for Rooms . window, vinyl frame, u-value 0.55 11 N: Door -Metal - Polystyrene Core 60.6 910 0 677 677 11 P: Door -Metal - Polyurethane Core 21.3 266 0 198 198 12C-Obw: Wall -Frame, R-13 insulation in 2 x 4 stud 1013.7 3,967 0 1,661 1,661 cavity, no board Insulation, brick finish, wood studs I 16B-30: Roof/Ceiling-Under attic or knee well, Vented 1159 1,594 0 2,076 2,076 Attic, No Radiant Barrier, Darts Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 266 389 0 280 280 Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 22A-pm: Floor -Slab on grade, No edge insulation, no 133 6.749 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil 20p-0t Floor -Over open crawl space or garage, Passive, 266 5,959 0 2,217 2,217 no insulation, tile or vinyl Subtotals for structure: 25,380 0 12,923 12,923 People: 1 200 230 430 Equipment 300 1,200 1,500 Lighting. 0 0 0 Ductwork: 7.324 0 4,201 4,201 infiltration: Winter CFM: 31, Summer CFM: 17 1.445 439 381 820 System 2, Zone 2 Load Totals: 34.149 939 18,935 19,874 Supply CFM: 871 CFM Per Square ft.: 0.611 Square ft. of Room Area: 1,425 Square ft. Per Ton: 775 Volume (fF) of Cond. Space: 14.250 Air Turnover Rate (per hour): 3.7 Total Heating Required: 34,149 Stuh 34.149 MBH Total Sensible Gain, 18,935 Btuh 95 % Total Latent Gain: 939 Btuh 5 % Total Cooling Required: 19,874 Btuh 1.66 Tons (Based On Sensible + Latent) 1.84 Tons (Based On 75% Sensible Capacity) !N. Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary_ Be sure to select a unit that meets both sensible and latent loads. C, %Elde1RhvacwlProjectslbsU. rhv Saturday, April 19, 2008, 12:32 OM 9Z 39Vd ON OOAV-1 55LZ9LL60b TV:TT 800Z/TZ/b0 /��,,yy yam• System 3, gone 3 Summary Loads (Average Load Procedure for Rooms) 2A-v-0: Glazing -Double pane low-e (a = 0.60), operable 96 2,277 0 2,598 2,596 window, vinyl frame, u-value 0.55 11G: Door Wood - Panel 15.6 361 0 269 269 1 IN Door -Wood - Hollow Core 17.8 359 0 267 267 12C40bw: Wall -Frame, R-13 insulation in 2 x 4 stud 429 1,678 0 703 703 cavity, no board insulation, brick finish, wood studs 12C-Osw: Wall -Frame, R-13 insulation in 2 x 4 stud 773.7 3.028 0 1,935 1,935 cavity, no board insulation, siding finish, wood studs 166-30: Roof/Ceiling-Under attic or knee wall, Vented 1307 1,798 0 2,343 2,343 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 20P-0t: Floor -Over open crawl space or garage, Passive, 775 17,363 0 6,460 6,460 no insulation, file or vinyl 20P-0c: Floor -Over open crawl space or garage, Passive, 532 8,808 0 31278 3,278 no insulation, carpet or hardwood Subtotals for structure: 35,667 0 17,853 17,853 People- 3 600 690 1.290 Equipment: 0 0 0 Lighting: 0 0 0 D k: 6,'197 0 3,867 3,867 Infiltration: Winter CFM: 26, Summer CFM: 14 1,193 362 314 676 System 3, Zone 3 Load Totals: 43,667 962 22,724 23,686 Supply CFM: 1,045 (;FM Per square rt.: u.euu Square ft. of Room Area: 1,307 Square ft. Per Ton: 688 Volume UP) of Cond. Space: 11,763 Air Turnover Rate (per hour): 5.3 Total Heating Required, 43,657 Btuh 43.657 MBH Total Sensible Gain* 22,724 Btuh 96 % Total Latent Gain: 962 Btuh 4 % Total Cooling Required: 23.666 fth 1.97 Tons (Based On Sensible + Latent) 2.22 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:0itelRhvacw\Pro# t %ball.rhv Saturday, April 19, 2008, 12:32 PM LZ 39Vd 0/d 00AV-1 99LZ9LL60ti. TV:TT 800Z/TZ/170 'All w S stem 1, Zone 1 Pie Chart —...._-- System 1, Zone 1 Loss 32,316 Btuh System 1, Zone 1 Gain 22,783 Btuh Floor 23� Roof 8%------ -.- Wall 1 Wall 10%, Glass 18% _ Doo People 9% Ductwork 32% it 2% Glass 11 % _.. Ductwork 36% Equipment 8% ..J C:1ElKe\Rhvacw\Pr*ctslball.rhv Saturday, April 19, 2008, 12-.32 PM 83 30Vd ON OO/td-1 99L39LL60b Tb:TT 8007,fTZltiO Infiltration 4% System 2, Zone 2 Loss 34,149 Btuh System 2, Zone 2 Gain 19,874 Btuh Floor 37% Ductwork 21 % Door 3% glass 16% Roof I Wall 12% Floor 11 % Infiltration 4% Roof 12% Wall 6%.- . -_.. i I C; Eiite%RhvacmAProjWMbaII.rhv 6 Z O9VJ Ductwork 21 % Equipment 8% People 2% )oor 4% Glass 29% 1 Saturday, April 19, 2008, 12.32 PM O/V 00AV-1 55LZ9LL68b Tb:TT 880ZITZ/VO ( - i0�i0�nYM: i.I�Mt1 H1it11 LaiM� Ems► NONow MIC. LMM AIiC A KMCOMP P—Iftft— ; TA 77dd _ . _..._........................ ... .. __System 2, „Zone 2 Bar Graph _ . 15,000 10,000 System 2, Zone 2 Loss 34,149 5,000 Btuh 0 __ .... _._..._. . Floor 37% Wall 12% Door 3% Infiltration 4% urwpo�u�c s Mrro. �w .' u N who stsec, , Tx 7mG _...: _.._._..... System 2, Zone 2 Pie Chart oft sallwrirs Iup�iMwR 1 : j Rhvac - Realclontlal & Light Commercial HVAC Loads EItW Software Development, Inc. LAVOO AJC & HTG. KID Homes C.onege Station, TX 77845 Pap 42 Detailed Room Loads - Room 10 - Bathroom/utility (Average Load Procedure) General Calculation Mode: Htg. & c1g. Occurrences, 1 Room Length: 23.0 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 230.0 sq.ft. Supply Air: 101 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2,6 AC/hr Volume: 2,300,0 cu.ft Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 101 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 514 ft./min. Percent of Supply: 0 % Runout Air Velocity: 514 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.167 in,wg./100 ft. Actual Summer Infil.: 4 CFM Item Area U_ Htg Son CIg Lat Son:: Description Quantity Value HTM Lou HTM Gain Gain S -Wall-12C-Obw 10 X 10 68.2 0.091 3.9 267 1.6 0 112 W -Wall-1 2C-Obw 23 X 10 206.7 0,091 3.9 817 1.6 0 342 W -Door-1 1 N 2.7 X 8 21.3 0,350 15.1 321 11.2 0 239 S -Door-1 IP 2.7 X 8 21.3 0.290 12.5 266 9.3 0 198 S -GIs-2A-v-o shgc-0.61 O%S 10.5 0.550 23.7 248 29.4 a 309 U P-Ceil- 1 6B.30 23 X 10 230 0.032 1.4 316 1.8 0 412 Floor-22A-pm 33 ft..Per. 33 1.180 50.7 1,674 0.0 0 0 Subtotals for Structure, 3,909 0 1,612 Infil-: Win.: 7.7, Sum.: 4.1 330 1.085 358 0.285 109 94 Ductwork: 1.165 486 Room Totals: 5.432 109 2,192 C:\ElitelRhvacwlProjects\ball. rhv Saturday, April 19, 2008, 12:32 PM 06 39Vd O/V OOAV-1 99LZ9L/_60V TV:TT 800z/TZ/V0 ode#ailed Room Loads - Room 90 - Bathroom1UHA Average Load ProcedureE_L Caiculation Mode: Room length: Room Width: Area: Ceiling Height; Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Antmi Lass: 23.0 ft- System Number: 10.0 ft. Zone Number: 230.0 sq.ft. Supply Air. 10.0 ft. Supply Air Changes: 2,300.0 tuft- Required Vent.: 1 Actual Winter Vent.: 101 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 514 ft./min. Percent of Supply: 514 ft./min- Actual Winter Infll.: 0.167 in.wg./100 ft. Actual Summer Infil.: 2 2 101 CFM 2.6 ACmr 0 CFM 0 CFM 0% 0 CFM 0 % 8 CFM 4 CFM 2 W -Wall-12C-Obw 23 X 10 208.7 0.091 3-9 817 1.0 u jqL W 4Door-11 N 2.7 X 8 21.3 0.350 15.1 321 11.2 0 239 S -Door-11 P 2.7 X 8 21.3 0.290 12.5 266 9.3 0 198 S -Cis-2A-v-o shgc-0-81 O%S 10.5 0.550 23.7 248 29.4 0 309 UP-Cell-1613-30 23 X 10 230 0.032 1.4 316 1.8 0 412 Floor-22A-pm 33 ft.. Per. 33 1.160 50.7 1,674 0.0 0 0 Subtotals for Structure: 3,909 0 1,612 Infii.: Win.:1.7, Sum_: 4.1 330 1.085 358 0.285 109 94 Ductwork: 1,165 488 Room Totals: 5,432 109 2,192 C:1ElN9\Rhvacw\Prcj"\ball. rhv TO 3Jdd D/d 00nd-1 Saturday, April 19, 2008, 12:32 PM 55LZ9LL60V VO:ZT 800Z/TZ/VO Rol 1� I N I SYstem 2,Zone 2 Pie Chart System 2, Zone 2 Loss 34,149 1 Btuh System 2, Zone 2 Gain 19,874 Btuh Floor 37%...,. Roof I Roof 12%.- Wall 8%-,. _. __ Glass 29% C,\Elfte\Rhvec,AAProjeds\bslt,rhy TO 39Vd D/V 00AV-1 Ductwork 21 % laSS16% uctwork 21 % Equipment 8% leople 2% it 4% ........ ..... . . .. Saturday, April 19, 2008, 12,32 PM 99LZ9LL60V 60:ZT 800Z/TZ/170 WIA" M.. 001114 i '': ..... .`aw...,..,,. S stem 3 Zone 3 Pie Chart System 3, Zone 3 Loss 43,657 Btuh System 3, Zone -3 Gain 23,686 Btuh Floor 60% Floor 41 %. rk 16% aoor 2% Glass 5% Nall 11 % 1% (work 16% Roof 10% Well 11 Yo _ -People 5% -Door 2% Glass 11 % C,XEIite\RhvacwiPn*eftlball.rhv Saturday, April 19, 2008, 12:32 PM Z0 O9Vd O/d ODAV-1 55LZ9LL60b 60:ZZ 800Z/ZZ/b0 System 1, Zone 1 Loss 32,316 Btuh 15,000 5,000 10,000 8,000 System 6,000 1, Zone 1 Gain 4,000 22,783 Btuh 2,000 .............- Floor 23% Wall 17% Door 2% Infiltration 7% Roof 8% Glass 11 % Ductwork 32% Roof 11 % Glass 18% People 9% Ductwork 36% Wall 10% Door 2% Equipment 8% Infiltration 5% %, %cuaev%nvacvArro)e=%vaFl. my 60 39Vd O/d o0nd-1 Saturday, April 19, 2008, 12:32 PM 55LZ9LL6Ob 6O:ZZ BOOZ/ZZ/bO pp�=M. R SIMON III I 1�� L��KsTem 2, Lone 2 p ............ .. . .. ..... 15,000 10,000 System 2, Zone 2 Loss 34,149 5,000 Btuh 0 . ..... Floor 37% Wall 12% Door 3% Infiltration 4% Roof 6% Glass 16% Ductwork 21 % 6,000 ... ..... ... 5,000 4,000 System 2, Zone 3,000 2 Gain 19,874 2,000 Btuh 1,000 0 ............. Floor 11 % Wall 8% Door 4% Equipment Mrifiltration 4% Roof 12% Glass 29% People 2% Ductwork 21 % C:\EliteARhvacw\projectsibap.rhv Saturday, April 19, 2008, 12:32 PM VO 39Vd Old ODAV-1 99/-Z9LL60V 60:ZT BOOZ/TZ/tO 77 s0,000 25,000 20,000 System 3, Zone 15,000 3 Loss 43,657 10,000 Btuh 5,000 Floor 60% Wall 11 % Door 2% Infiltration 3% Roof 4% Glass 5% Ductwork 16% 10,000 Ufa System 6,000 3, Zone 3 Gain 4,000 23,686 Stuh 2,000 I L--- - ---... .......-.- Floor 41 % Wall 11 % Door 2% Ductwork 16% Roof 10% Glass 11 % People 5% Infiltration 3% C:1EIIteWhvacmAProjects%bai1, rhv 90 39Vd Saturday, April 19, 200e, 12:32 PM O/d ODA 1 99zz9LL60b 60:ZZ 800Z/TZ/tO Detailed Room Loads - Room i=Bedroom i {Average Load Procedure_ Calcuiation Mode: mg. & c1g. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width; 18.0 ft. Zone Number: 1 Area; 360.0 sq.ft. Supply Air: 232 CFM " Ceiling Height: 11.0 ft. Supply Air Changes; 3.5 AC/hr Volume: 3,980.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent., 0 CFM Runout Air: 116 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 590 ft./min. Percent of Supply: 0 % Runout Air Velocity: 590 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.220 in.wg./100 ft. Actual Summer Infil.: 6 CFM E -Wall-12C-Obw 20 X 11 N -Wall-I2C-ObW 16 X 11 N -Door-1 IN 2.7 X 8 N -GIs-2A-v-o shgc-0.61 100%S (2) N -GIs-2A-v-o shgc-0.61 100%S UP-Roof-18A-30 20 X 18 Floor-22A-pm 36 ft.. Per. Subtotals for Structure: Infil_: Win.: 11.9, Sum : 6A Ductwork: People: 200 lat/per, 230 sen/per: Equipment: Room Totals: 220 0.091 3.9 861 1.6 0 360 114.7 0.091 3.9 449 1.6 0 188 21.3 0.350 16.1 321 11.2 0 239 24 0.550 23.7 568 24.2 0 580 16 0.650 23.7 378 24.2 0 387 360 0.034 1.5 528 1.1 0 379 36 1.180 50.7 1,827 0.0 0 0 4,930 0 2,133 396 1.404 558 0.369 169 146 2,552 2,000 2 400 400 0 300 8,038 569 6,039 C:IE lite\Rhvacw\P rgj9ctsUmll, rhv 90 30Vd 0/v 00AV-1 Saturday, April 19, 2008, 12:32 PM 95LZ9LL60b 60:ZZ 800Z/ZZ/b0 tYM!'/7"ii + 1: •1.. !:1.; :,:�� ..-_ _._.--..-.:.: .:.....-_._....-.. .-.._..�.._�_.......�.. _..... ........ ......... ..__...-... Detailed Room Loads -Room 2 -Master Beth/closet (Average Load Procedure anon EMNIEW ?. eR Calculation Mode: Htg. & dg. occurrences: 1 Room Length: 24.0 ft. System Number_ 1 Room Width: 16.0 ft, zone Number: 1 Area: 384.0 sq.ft. Supply Air: 181 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 3,840.0 tuft- Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 0 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.136 in-wg./100 ft. Actual Summer Infil.: 6 CFM E-WallI2C-Obw 24 X 10 230 0.091 3.9 S -wall-I2C-Obw 12 X 10 105 0.091 3.9 S -GIs-2A-v-o shgc-0.61 100%S 15 0.550 23.7 E -GIs-2A-v-o shgc-0.61 0%S 10 0.550 23.7 UP-Roof-I6A-30 24 X 16 384 0.034 1.5 Floor-22A-ph 36 ft.. Per. 36 1.358 58A Subtotals for Structure: Infil.: Win.: 10.8, Sum.: 5.8 360 1.403 Ductwork: People: 200 lat/per, 230 sen/per: 1 Room Totals: 900 1.6 0 377 411 1.6 0 172 355 24.2 0 363 237 70-0 0 700 561 1.1 0 405 2.102 0.0 0 0 4,566 0 2,017 505 0.369 154 133 2,359 1,566 200 230 7,430 354 3,946 C:1EIItelRhvacAAProjectslbafl.r'hv L0 30Vd O/V 00na-1 Saturday, April 19, 2008, 12:32 PM 55LZ9LL60b 60:ZZ 800Z/ZZ/b0 fIF * 4a1i1�aMMsi1�l LJ4YIAWIQ.�. i' 'a. iap1 rDetailed Room Loads - Room 3 - office/Electronics (Average _Load _Procedure) Calculation Mode: MO. & a9. Occurrences: 1 Room Length: 24.0 ft. System Number. 1 Room Width: 18.0 ft. Zone Number 1 Area: 432.0 sq.ft. Supply Air: 209 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 4.320.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent,: 0 CFM Runout Air 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 In. Actual Summer Vent.: 0 CFM Runout Air Velocity: 531 ft./min. Percent of Supply: 0 % Runout Air Velocity: 631 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.179 in.wg./100 ft. Actual Summer Infil.: 6 CFM 5 -Wall-12C-Obw 18 X 10 E -Wall-12C-Obw 10 X 10 W -Wall-12C-Obw 10 X 10 S -GIs-2A-v-o shgc-0.61 92%S (2) S -GIs-2A-v-o shgc-0.61 92%S UP-Roof-18A-30 24 X 18 Floor-22A-pm 38 ft.. Per. Subtotals for Structure: Infil.. Win.: 11.4, Sum.: 6.1 Ductwork: Equipment. Room Totals: 140 0.091 3.9 548 1.6 0 100 0,091 3.9 391 1.6 0 100 0.091 3.9 391 1.6 0 24 0.550 23.7 568 24.6 0 16 0.560 23.7 378 24.6 0 432 0.034 1.5 632 1.1 0 38 1,180 60.7 1,928 0.0 0 4.836 0 380 1.403 533 0.368 162 2,498 0 7,867 162 164 164 590 393 455 0 1,996 140 1.800 600 4,535 C:%E Iite1Rhvacw%Pmjects%ball, rhv 80 39Vd 0/V 00AV-1 Saturday, April 19, 2008, 12:32 PM 55LZ9LL60V 60:ZT 800Z/TZ/170 1 _ Detailed. Room Loads - boom 4 - Foyer (Averaga Load Procedures _ Calculation Mode: Htg- $ dg. occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number. 1 Area: 140.0 sq.ft. Supply Air: 43 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 1.7 AC/hr Volume: 1,540.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.. 0 CFM Runout Air: 43 CFM Percent of Supply.: 0 % Runout Dud Size: 4 in. Actual Summer Vent_: 0 CFM Runout Air Velocity: 490 ft./min. Percent of Supply: 0 % Runout Air Velocity: 498 ft./min- Actual Winter Infil_: 3 CFM Actual Loss: 0.278 in_wg-N 00 ft. Actual Summer IMI.: 2 CFM S -Wall-I2C-Obw 10 X 11 89 0.091 3.9 348 1.6 0 146 8-Door-11 N 3 X 7 21 0.350 15.1 316 11.2 0 235 UP-Roof-IBA-3014 X 10 140 0.034 1.5 205 1.1 0 148 Floor-22A-pm 10 ft.. Per. 10 1.180 50.7 507 0.0 0 0 Subtotals for Structure: 1,376 0 529 Infiil.: Win.: 3.3, Sum.: 1.8 110 1.400 164 0.373 47 41 DuotNrork: 712 375 Room Totals: 2,242 47 945 I 1EiitelRhvacwlPmjectslba0.rhv Saturday, April 19. 2008, 12:32 PM 60 39dd Old 00AV-1 55LZ9LL60b 60:ZT 800Z/TZ/b0 11 - ,, . �� p Detailed„boom Loads -Room 5 - Livinq-(Averap Load Procedures —..... _ .. C 0culation Mode: — Htg. & d9 Occurrences: 1 Room Length: 24,0 ft. System Number: 1 Room Width: 24.0 ft. Zone Number. 1 Area: 576.0 sq.ft. Supply Air. 283 CFM Coiling Height: 14.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 8,064.0 cu_ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air 94 CFM Percent of Supply_: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 480 ft./min. Percent of Supply: 0 % Runcut Air Velocity: 480 ft./min. Actual Winter IMil.: 10 CFM Actual Loss: 0.146 in.wg./100 ft. Actual Summer Infil.: 5 CFM N-wau-lzc:-UDw 23 x 14 2-14 0.091 3.9 1,072 1.6 0 449 N -GIs-2B-v-o shgc-0.61 100%S (3) 48 0.540 23.2 1,116 23.9 0 1,149 UP-Coil-16&30 24 x 24 576 0.032 1.4 793 1.8 0 1.032 Floor-22A-pm 23 ft.. Per. 23 1.180 60.7 1.167 0.0 0 0 Subtotals for Structure: 4,148 0 2,630 Infil.: Win.: 9.7, Sum.: 5.2 322 1.404 452 0.370 137 119 Ductwork: 2.140 2,441 People: 200 lat/per, 230 sen/por 2 400 460 Equipment: 500 500 Room Totals: 6,740 1,037 6,150 C:IEIdelRhvacwlPnojectslball.rhv Saturday, April 19, 2008, 12:32 PM 0T 39dd O/V 00AV-1 59LZ9LL60b 60:ZT 800Z/TZ/b0 i Detailed Room -Loads - Room E - Dining Average Load Procedure) _ . ..... ........ � Calculation Mode: Htg. & dg_ Occurrences, 1 Room Length: 16.0 ft. System Number. 2 Room Width: 14.0 ft. Zone Number. 2 Area: 224.0 sq-ft- Supply Air. 175 CFM Ceiling Height: 10.0 ft- Supply Air Changes: 4.7 AC/hr Volume: 2,240.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent-: 0 CFM Runout Air Velocity_ 642 ft./min. Percent of Supply: 0 % Runout Air velocity: 642 ft./min. Actual Winter Infil.: 7 CFM Actual Loss, 0.334 in.wg./100 ft. Actual Summer Infil.: 4 CFM W -Well-I2C-Obw 15 x 10 160 0.091 3-9 626 1.6 0 262 S -Wall-I2C4)bw 14 X 10 56 0.091 3.9 219 1.6 0 92 S-Gls-2A-v-o shgc-•0.61 79%S (4) 84 0.550 23.7 1,988 25.2 0 2,120 UP-C&B-1613-30 16 X 14 224 0.032 1.4 308 1.8 0 401 Floor--22A-pm 30 ft.. Per. 30 1,180 60.7 1,522 0-0 0 0 Subtotals for Structure: 4,663 0 2.876 Infil., Win.: 7.0, Sum.: 3.8 300 1,087 326 0.287 99 Be Ductwork: 1.362 844 Room Totals: 6,351 99 3,805 C:1PlitelRhvacw%proje-%%aN.rhv — --- — -- -- - — ZZ 39dd 0/V ODAV1 Saturday, April 19. 2008, 12:32 PM 95LZ9LL60b 60:ZZ 800Z/ZZ/b0 --....—._._...... _— _....... - ........_....._�.— _...... __..—.. - ---..... _......... ... ....... _._........ - ... atNMl.: j Detailed Room Loads - Room 7 - Kitchen A verege Load Procedure NINE Calculation Mode: Htg. & clg. Occurrences: 1 Roam Length: 19-0 ft- System Number: 2 Room Width* 14.0 ft- Zone Number: 2 Area: 266.0 sq.ft. Supply Air: 232 CFM Ceiling Height: 10.0 ft. Supply Air Changes- 5.2 AC/hr Volume: 2,660.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter vent.: 0 CFM Runout Air: 116 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 691 ft./min. Percent of Supply: 0 % Runout Air Velocity: 591 ft./min. Actual Winter Infil- 0 CFM Actual Loss: 0,221 In.wg./100 ft. Actual Summer Infil.: 0 CFM Floor-2012-0t 14 X 19 266 0,521 22.4 5,959 8.3 0 2.217 Subtotals for Stricture: 6,30 0 2,497 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 1,733 1,120 People: 200 IaVper, 230 sen/per. 1 200 230 Equipment: 300 1,200 Room Totals: 8,081 500 5,047 C AElite%Rhvav*Vrojecfs%baN, rhv ZZ 39Vd O/d OOf1b-1 Saturday, April 19, 2008, 12:32 PM 55LZ9LL60ti 60:ZZ 800Z/ZZ/170 „i.y�.+'r,.i.� .,ei n.” :Q' "k., .R , . �. '.i'.' .ys , ;'� .�.�,,.,.. ".F,'. '%,' • ,fir... n. . LDetailed _Room Loads - Room 8 - Breakfast _(L4KeTgq Load Procedure1 Calculation Mode: Htg. A dg. Occurrences: 1 Room Length: 13,0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 169.0 sq.ft. Supply Air: 124 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 1,690.0 cu.ft, Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air- 124 CFM Percent of Supply.: 0 % Runout Duct Sae: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 464 ft./min. Percent of Supply: 0 % Runout Air Velocity: 464 ft./min. Actual Winter Infil.: 4 CFM Actual Lass: 0.111 in.wg.1100 ft. Actual Summer Infil.: 2 CFM N Wall-1 ZC-0bw 13 X 10 74 0,091 3.9 290 1.6 0 121 E Wall-12C-0bw 4 X 10 18.7 0,091 3.9 73 1-8 0 31 E 43oor-11 N 2.7 X 8 21-3 0.350 15.1 321 11.2 0 239 N -GIs-2A-v-o shga0.61 100%S (2) 56 0-550 23.7 1,324 24.2 0 1,354 UP-C9-168-3013 X 13 169 0.032 IA 233 1.8 0 303 Floor-22A-pm 17 ft..Per. 17 1.180 50.7 863 0.0 0 0 Subtotals for Structure: 3,104 0 2.048 Infil.: Win-: 3.9, Sum.: 2.1 170 1.068 185 0.288 56 49 Ductwork: 898 598 Room Totals: 4.187 56 2.695 C:1ElitelfthvacwlPro*U\ball, rhv ET 39Vd D/a 00nd-1 Saturday, April 19, 2W8, 12:32 PM 55LZ9LL60b 60:ZT 800Z/TZ/b0 _.......- - ...._._...— --- .......I ----- ---..... - - .......... _ -- �........-._.-........._._....- - ........._._- ..... __._._......_... Ile — • �; ,., �; i Detailed Room Loads - Room 10 - Bathroom/utili Avera a Load Procedure) Calculation Mode: MO. & Clg. Occurrences: 1 Room Length: 23.0 ft. System Number: 2 Room Width: 10.0 ft. Zane Number: 2 Area: 230-0 sq-ft. Supply Air. 101 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 2,300.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 101 CFM Percent of Supply-, 0 % Runout Duct Site: 6 in. Actual Summer Vent-: 0 CFM Runout Air Velocity: 514 ft./min. Percent of Supply 0 % Runout Air Velocity: 514 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 4 CFM 5 -W811-1 ZU-ooW 10 A 10 05.2 0.091 3.9 267 1.6 0 112 W -Wall-12C-Obw 23 X 10 208.7 0.091 3,9 817 1.6 0 342 W -Door-11 N 2.7 X 8 21.3 0.350 15.1 321 11.2 0 239 S -Door-11 P 2.7 X 8 21.3 0.290 12.5 266 9.3 0 198 S -GIs-2A-v-o shgc-0.61 O%S 10.5 0,650 23.7 248 29.4 0 309 UP-Ceii-168-30 23 X 10 230 0.032 1.4 316 1.8 0 412 Floor-22A-pm 33 ft.. Per. 33 1.180 50.7 1,674 0.0 0 0 Subtotals for Structure. 3,909 0 1,612 lnfii,: Wirt.:1.7. Sum-: 4.1 330 1,085 358 0.285 109 94 Duct*vrtc. 1,165 486 Room Totals: 5,432 109 2,192 Q%Elite%Rhvac MProjects%all.rhv VT 39VJ O/d 00AV-1 Saturday, April 19, 2008, 12:32 PM 9GLZ9LL60V 60:ZZ 800Z/ZZ/V0 '•AP "Mal 1-1 ... "r� �: _ .:.�h^b1y;;as' ; :::ji :r:c +P �l.1lr!P*IF�}!�!„R— MIL ftwiWASOMMAIML 1 ( ft"I Cetailed„Room Loads - Room 11 - Media (Averse Load Procedure) w Calculation Mode: Ht8- 6 clg- Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 20.0 ft. Zone Number. 2 Area: 320.0 sq-ft. Supply Air: 206 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 3,200.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent-: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 524 ft-/min. Percent of Supply: 0 % Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.174 in.wg_/100 ft. Actual Summer Infil.: 6 CFM W -Wall-12C-Obw 16 X 10 160 0-091 3.9 626 1.6 0 262 N-WOO.12C-Obw 20 X 10 11e 0.091 3.9 454 1.B 0 190 E -Wall-12C-Obw 8 X 10 62.2 0.091 3.9 243 1.6 0 102 E-0oor-I1 N 2.7 X 6.7 17.8 0.350 15.1 268 11.2 0 199 N-GIs-2A-v-o shgcr0.61 100%S (3) 84 0.550 23.7 1,986 24.2 0 2,031 UP-Ceil-168-3016 X 20 320 0.032 1-4 440 1-8 0 573 Floor-22A-pm 44 ft.. Per. 44 1.180 50.7 2,233 0.0 0 0 Subtotals for Structure: 6,250 0 3.357 M.: Win.: 10.2, Sum.: 5.5 440 1.086 478 0.286 145 126 Ductwork: 1,837 993 Roam Totals: 0,565 145 4,476 C:IEIOelRhvacMPmject$lbali.rhv Saturday, April 19, 2008, 12:32 PM 9Z 30Vd OId 001td-1 55LZ9LL60b 60:ZZ 80OZfZZ/tO LAVM AC A KM Detailed Room Loads - Room 12 - Bedroom 2 Calculation Mode: cty. 0oeu Room Length: 16.0 ft. System NuM Room Width: 14.0 ft. Zone Number: 3 Area: 224.0 sq.ft. Supply Air: 228 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.8 AC/hr Volume: 2,016.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 114 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 581 ft-/min. Percent of Supply: 0 % Runout Air Velocity: 581 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.213 in.wg./100 ft. Actual Summer Infil.: 3 CFM S -Wall-12C-Obw 16 X 9 114 0,091 3.9 446 - 1.6 0 187 E Wall-1210-0sw 8 X 9 56-4 0.091 3.9 221 2.5 0 141 W -Wall-I2C-0sw 10 X 9 9Q 0.091 3.9 352 2.5 0 225 E -Door-11G 2.3 X 6.7 15.6 0.540 23.2 361 17.3 0 269 S -GIs-2A-v-o shgc-0.61 100%S (2) 30 0.550 23-7 710 24.2 0 726 UP-Cell-1613-3016 X 14 224 0,032 1 A 308 1.8 0 401 Floor-20P-Ot 14 X 16 224 0,621 22.4 6,018 8.3 0 1,867 Subtotals for Structure: 7,416 0 3,816 Infil.: Win.: 5.9. Sum.: 3.2 306 0.895 274 0.235 83 72 Ductwork: 1,418 844 People: 200 lotiper, 230 son/per: 1 200 230 Room Totals: 9,108 283 4.962 _ — - ....- _...._............. ...._.__ :1 IitelRhvacwlProjectslball.rhv ._._....... .._ Saturday, y April 19, 2008, 12:32 PM 91 30Vd OIV ODAV-1 55LZ9LL60b 60:ZZ 800Z/TZ/00 Abvw- 1�;. C ftO ON", TX i [Detailed Room Loads - Room 13 - Bath 3 (Average„Load ProceduT) k N Calculation Mode: Htg. & clg. Occurrences: 1 Room Length- 16-0 fL System Number: 3 Room Width: 19.0 ft. Zone Number: 3 Area: 304.0 sq.ft. Supply Air: 198 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 2.736.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 99 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent. 0 CFM Runout Air Velocity: 605 ft./min. Percent of Supply. 0 % Runout Air Velocity, 505 ft./min. Actual Winter Infil.: 3 CFM Actual loss: 0,162 in.wg./100 ft. Actual Summer Infil-: 1 CFM E -Wall-12C-Omer 16 X 9 144 0.091 3.9 663 1.6 0 236 UP-Cei1-1613-30 16 X 19 304 0A32 1.4 418 1.8 0 545 Floor-20PI 19 X 16 304 0.521 22.4 6.811 8.3 0 2,534 Subtotals for Structure: 7,792 0 3,315 Infil.: Win.: 2.8, Sum.: 1.5 1" 0,896 129 0.236 39 34 Duc twortc: 1,461 734 People: 200 lat/per, 230 son/per. 1 200 230 Room Totals: 9,382 239 4,313 C:1EldelRhvacwlProjectslball.rhv Saturday, April 19, 2008, 12:32 PM 10 39bd 0/a 03AV-1 99LZ9LL60b 0Z:ZT 800Z/TZ/b0 (#tiler. It�1��ItwliM v. Irer' i w. 1' /� Detailed Roam -Loads„- Roam 114 - Bata 4/ Clvset (Average Load Procedure) - - ___ _.-A Calculation Mode' Htg. $ c1g. Qccurnsnces: 1 j Room Length: 19.0 ft. System Number. 3 Room Width: 13.0 ft. Zone Number. 3 Area: 247.0 sq_ft. Supply Air: 217 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 5.9 AC/hr Volume: 2,223.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 109 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 553 ft./min. Percent of Supply: 0 % Runout Air Velocity: 553 ft./min- Actual Winter Infil-: 6 CFM Actual Loss: 0,193 in.wg./100 ft. Actual Summer Infd.: 3 CFM W -Wall-I2C-0sw 19 X 9 S -Wall-12C-4sw 13 X 9 S -Door-I1A 2.7 X 6.7 W -GIs-2A-v-o sh9c-0.61 O%S VP-Ceil-16&3019 X 13 Floor-20P-M 13 X 19 Subtotals for Structure: Infil,: Win.: 5.5, Sum.: 3.0 Ductwork: Room Totals: 166 0.091 3-9 646 2.5 0 413 99.2 0.091 3.9 388 2.5 0 248 17.8 0.470 20.2 359 15.0 0 267 6 0.660 23.7 142 70.0 0 420 247 0.032 -1.4 340 1.8 0 443 247 0,521 22.4 5,534 8.3 0 2,069 7,409 0 3,850 288 0.896 258 0.236 78 BB 1,414 803 9.081 78 4.721 C:1EliteWhvacwlPrOj9ctsWall-rhv Saturday, April 19, 2008, 12:32 PM ZO 30Vd O/a oDnd-1 59LZ9LL.60b OZ:ZZ 80OZ/ZZ/tO 11 ail. Room 15 Bedroom 3 (Average Load Procedure . ) inqaH Ro m Loads - . .. ... I calculatbn Mode: Htg. & c1g. Occurrences; 1 Room Length; 19.0 ft. System Number. 3 Room Width: 114.0 ft. Zone Number: 3 Area: 265.0 sq-ft. Supply Air. 203 CFM Ceiling Height, 9.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 2,394.0 cu,ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air. 101 CFM Percent of Supply.: 0 % Runout Duct Size; 6 In. Actual Summer Vent.: 0 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.; 6 CFM Actual Loss: 0.169 ln.wg./100 ft. Actual Summer Infil., 3 CFM C:\JEkte\Rhvacw\Projects\ball-rhv Saturday, April 19, 2008, 12:32 PM CO 39Vd O/V ODAV-1 99Zz9Z160V OZ:ZT 80OZ/TZ/VO Now R+'��.w w r �,.T-f.p�►.« f.�� ly�'.y - I'r'T' R _ _. _ _ _. _ ,.. ...... _ .. . ....... .... �.�,,,:.. _ ,... ..,..... .. �� ,� ....:.., .a .,..c,, �.-,� . ..., w�::'. I , K•m:::ard' •..v a.. ,, 4' .. � . •(fi .. A, . .:;,�i'.: •h van.ulfa�"I I n,wv. .M. .,..,l Room Length: 19.0 ft. _.. _..___• System Number: 3 Room Width: 14.0 ft. Zone Number: 3 Anw 266.0 sq.ft. Supply All 198 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 2,394.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 99 CFM Percent of Supply.: 0 % Runout Duct Spa: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity_ W5 ft./min. Percent of Supply: 0 % Runout Air Velocity: 505 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.162 ln.wg./100 ft. Actual Summer Irfil.: 3 CFM mill W -Wall-12C-0sw 19 X 9 171 0.091 3.9 669 2-5 0 428 N -Well-12C-0sw 14 X 9 98 0.091 3.9 376 2.5 0 240 N-GIs-2A-v-o shgc-0.61 100%S (2) 30 0.550 23.7 710 24.2 0 726 UP-Cell-I6B-3019 X 14 266 0.032 1.4 366 1.8 0 477 Floor-20P-0c 14 X 19 266 0.385 16.6 4,404 6.2 0 1,639 Subtotals for Structure: 6,525 0 3,510 Ir l.: Win.: 5.7, Sum._ 3.1 297 0.896 266 0.236 81 70 Ductwork; 1,252 734 Room Totals: 8,043 81 4.314 C:1EIits\Rhvacw\Projectslball. rhv b0 39Vd O/V ODAVI Saturday, April 19, 2008, 12:32 PM 99LZ9LL60b OZ:ZZ 80OZ/1Z/h0 R0oom Cooling and Heating Loads Bar Graphs_. Bedroom 1 Master Bath/Ckmet OfkW Electronics Foyer Living Dining Kitchen Breakfast He"/Stair Bethroom/utility 0 2,000 4,000 5,000 8.000 10.000 Btuh I Cooling I Heating C:%Elite%RhvacMProjsds%ball.rhv `— - - - Saturday, April 19, 2008, 12:32 PM 90 39Vd Olt/ OOAV-1 99LZ9LL60b OZ:ZT 800Z/TZlb0 "o. rAR6&m Cooling and Heating Loads Bar Graphs I'll 77r: Bedroom 2 Bath 3 Bath 4/ Closet Ck.A-- "A 14 0 2,000 4,000 6,000 8,000 C:\Efije\Rhv*LMPrqjWs\b*li.rhv 90 39Vd Btuh ON ODAV-1 ...... .... I Cooling I Heating 10,000 Saturday, April 19, 2008, 12,32 PM 99Z.Z9LL60V OZ:ZT 80OZ/TZ/P0 04/21/2008 12:20 4097762755 Wd ZVU 1900Z le� IIAV 'AspinjeS 000,8 luawl I olqlsueS j 000,0 LAVCO A/C PAGE 07 A4FIIMSP9f0Jd1 VM8AtjM9VjM'0 4n)e 000'Z 0 AV .IqnALimtaaa loom" U04CRN Bump BUIAII JOAGA soluoipela leoWo ISMIDARve Sys o JOE? sp 0-7 L#1000 WO- ....... . .. 04/21/2008 12:20 4097762755 Wd ZZU '9OOZ'66 jjjdV'AErpjnjOS . ........ ..... LAVCO A/C PAGE 08 A4J'IIMSM!OJdVAwAQAQPl31:3 . ... ...... luawl I apsueS l 000,9 000'9 OOO'v 000'E 0007 000't s Lids if) Joe I im I ql- ..... . . .... ........ 0 v WOQJM c UJOOJPGB W5010 /V taes c um z UIMPOU Rqmw .r f Svstem 1 boom Load Summary I Bedroom 1 360 6,038 106 2.6 590 5,U3a 00V tsz cac 2 Master 384 7,430 98 2-6 462 3,946 354 181 181 Bath/Closet 3 OffI Electronics 432 7,867 103 2-6 531 4,535 162 209 209 4 Foyer 140 2,242 29 1-4 498 945 47 43 43 5 Living 576 6,740 89 3-6 480 6,150 1,037 283 283 Duct Latent 1,418 System 1 total 1.892 32,316 425 20,614 3,587 948 94$ System 1 Main Trunk Size: 12x14 in. Vty: 813 ft./min Loss per 100 ft.: 0,105 in.wg 1111� Elam Recommended: Type: Brand, Efficiency, Sound: Capacity: Sensible Capacity: Latent Capacity: 2.29 75% / 25% Heating System AIR SOURCE HEAT PUMP RPNL RHEEM 0 n/a n/a 20.614 ti,tifI Z1,400 0 Btuh 0 Btuh C,%Elke%RhvacvAProjectslball. rhv 60 39Vd O/d 00AV-1 Saturday, April 19, 2008, 12:32 PM 99LZ91L60b OZ:ZT 800Z/TZ/00 i I1S rr. rIMM1�Nk��A�wl�^� , •po'��irm e51-A��f `°VtiT: ^ J��":Y � ij 'i >; V Y7� :,..1�.: r-+:....4 a w 6 Chning 224 6,351 83 2-5 642 3,805 99 175 175 7 Kitchen 266 8.081 106 2-6 591 5,047 500 232 232 8 Breakfast 169 4,137 55 1-7 454 2,695 56 124 124 9 Ha1M►ay/Stair 216 1,533 20 1-4 379 720 30 33 33 10 Bethroom/utility 230 5,432 71 1-6 514 2.192 109 101 101 11 Media 320 8,565 113 2-6 524 4,476 145 206 208 Duct Latent 950 System 2 total 1,425 34.149 449 18,935 1,889 871 871 System 2 Main Trunk Size: 10x16 in. Velocity. 784 ft./min Loss per 100 ft.: 0.104 in.wg man, Em Net Required: Recommended: Type: Model: Brand: Effiiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AIR SOURCE HEAT PUMP RPNL RHEEM 14 0 n/a n/a 20,824 25.247 C:1ElitelRhvacw\Projectslball.rhv Saturday, April 19, 2008, 12:32 PM 0T 39dd ON 00A -1 55LZ9LL60b 0Z:ZT 800Z/TZ/ti0 MIN �..... .. _ F�§vstem 3 Room Load Sum ..____...._....--- _--. -.._ ...---.. mary 12 Bedroom 2 224 9,108 120 2-6 581 4,9U zM «o Ica 13 Both 3 304 9,382 123 2-6 505 4,313 239 198 198 14 Bath 4/ Closet 247 9,081 119 2-6 553 4,721 78 217 217 15 Bedroom 3 266 8,043 106 2-6 517 4,413 281 203 203 16 Bedroom 4 266 8,043 106 2-6 505 4,314 81 198 198 Duct Latent 878 System 3 total 1,307 43,667 574 22,724 1,840 1,045 1,046 System 3 Main Trunk Size: 12x16 in. Yelppty. 784 ft./min Loss per 100 ft.: 0.091 In.wg a Recommended: Type: Model: Brand: Efficieney: Sound: Capacity: Sensible Capacity: Latent Capacity: 2.52 75% / 25% AIR SOI RPNL RHEEM 0 Na n/a HEAT PUMP u, rc4 0 Btuh 0 Btuh r,afo au,cac C:\ElftelRhvac�llProjectalball.rhv. YY Saturday, April 19, 2008, 12:32 PM TT 39dd O/d 03na-1 55LZ9LL60b OZ:ZT 8OOZ/TZ/bO .RA.O1. NQT�f :f. we.•M:w�rrr.... MAN TAKa rw••nrw:.wrrn.+.-�rr.I—�✓+/�w. AY:O I++c M1/M �wasel.h:L w.al -f'•✓ ✓x.+r-r 'a.-�s�� sr�wac..::.r a�i.w..w.r� •: oa-:.s `s:r•�-:r.:✓ su r:✓u..:n:: .ewwf-✓s rsiv�r-r•! a�+: ..-r a:rrroc.•r-r uw.ti.r TYPICAL 11AL.L lGGTION l..d _ e 9. w � �AGK fMORTMJ GLEYATIOl1FP& yr-re 1 MONT ("VrMJ ■, VATCH r. ,� r�PC01" *LAN ---------.-.------. - -------- - - =--. 0tt9 ; LLD" Gmm rAftTi ELCYATlaw 1- irs. ie _ •a�a n..rou.. uu.. uar..u.a uuu u.r■ lil I I�� A Iu6FIT !1Q!! fllAST) !lI.�VAT10N A5 oo l I f II i i II I I I I II I I II I k A NEWV' HOME FOR SCOTT & JANICE BALL Chid GsAuke A ddbM mAwee,Win - Bern raw779b • WO)MW le COLLEGE STATION TEXAS PT 39Vd O/V 00AV-1 SSLZ9LL60b OZ:ZT 80OZ/TZ/b0 �► MaQMU F+rLT �wTan ouluT NaTa11n1arrOUl! Ol'RK� Iyr� aracu•4 nvoaa ovRlT T PDY><F�OGR Q1fyeT IG CdrVfu .MCK raalnxe xcs -� co.eraa+w•u e+wautT ovruT awTa aw.ccMoarmw�eeice.T � r�ww.rr.tiwrm ■cuwa7eexr �} wa�a�ncaoecerr smaertr usert — uceauuerus«r �� /QJnaeReaceYruwr oul.usT pOUu►T 11W ll.]IWI piece � 8 o�owe aaa. c1.rn H arin¢mrpero. slusaw wleleareoleTwe>L F•aea lm' I I 9] la", a rfbw I:ap 1. rl"Fl—p �10e Me. 1■ �� eei wi /ems 1 t.t �aoR ru►K �a•. re It + goo=. r me=. 4v- Inm T G~A".Iawnw ro MVWAW.QWlW@WAWPftrdW "M bt 'i ...Wum.flff umw F 114. .wear s E wa u z 0 Q O iwR A3 A CD LO --i -1i CD NJ -1i Ul cn cn FEB, 20. 2008 9:08AM _T Brazos County Health Department 6ra�os County Health Department 201 North Texas Ave. Bryan, TX 77803 OSSF Aerobic License Permit #: 2007-5752 N0, 2007 P, 2/2 v oa (979)361-4440 Fax: (979) 823-2275 Location: 4711 JOHNSON CREEK LOOP 4711, College Station TX 77845 Permit date: 10/29/2007 slock:_9Lot: 15 I Phone: (979) 777-5477 Owner: BALL, SCOTT, Mailing address: 1007 FALCON Cl LE Colle a Station TX 77845 The private sewage facility licensed above was installed according to the current and minimum guidelines of the Texas Commission on Environmental Quality (TCEQ) and Brazos County. This aerobic system with spray dispersal requires a disinfectant for final treatment of the sprayed effluent. It is the responsibility of the homeowner to monitor the disinfectant and to add more when needed. (Swimming pool chlorine tablets are not acceptable substitutes). Under no circumstances are any food crops or edible foods to be grown in the spray area. Mowing of the spray field on a regular basis should also be done to help with the evaporation process. The current maintenance contract for this system will expire two (2) years from the above final inspection date. A new maintenance contract must be in force at all times, and a copy of the new contract filed with this office thirty (30) days before the current contract expires. This is a NON -TRANSFERABLE license. Upon transfer of ownership, the new owner shall be required to transfer the original license into his/her name. Should the system malfunction in the future, it will be the licensee's responsibility to bring the system in compliance with current state and county regulations. This license does not extend to the materials, workmanship, or fabrication of the system, so as to expressly or impliedly grant the owner or installer of the system any warranty by/or rights against Brazos County Health Department, as to the quality or durability of the system, nor compliance with licensee's individual specifications and requirements, but solely relates to the system meeting the requirements of the above named regulatory body in effect as of this date. 1"', )�L, ." 2 ui v I .--- Agen y 0 ci ate 2/20/2008 08:49 AM Page 1 Sep 06 07 02:20p U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name ELEVATION CERTIFICATE p.3 d7 _ !!$z-- OMB No. 1660-OOD8 Expires February 28. 2009 Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. Company NAIC Number A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) a-s ° t't alk 1 A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number_ A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclasure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No, of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name 8 Community Number 82. County Name B3. State r< ( I. I Cyi --[ 0 C62 a I JS i tg`&5 i Cc S 64. Map/Panel Number B5. Suffix 66. FIRM Index B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) ii9a4 i C C (.J !7 c L ! Ziic �' Zt C +CIE- o,% , ti'c vG1 7 810. B11. 812. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Indicate elevation datum used for BFE in Item Bg: 4 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes '® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ® Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, AR/A1-A30, AR/AH, ARIAO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized (20C`, 6 f 5 m rl 45' f Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) �,A © feet LU meters (Puerto Rico only) b) Top of the next higher floor Bottom the lowest horizontal Zones /V19- _❑ feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) c) of structural member (V only) d) Attached garage (top of slab) 'AM _❑ I�M _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building -._❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG). L-E) feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG)_. X❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevati information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 und'erstand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 93"Check here if comments are provided on back of form. Certifier's Name License Number F Title Company Name . r. (l" Uk-t( lYt LtC Address tt City State � State, -ram ZIP Code 666 0/2,Signature Iyate Telephone c r , FEMA Form 81-11bruary 2006 See reverse side for continuation. Replaces all previous editions Sep 06 07 02:20p p.2 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number city State ZIP Code Company NAIC Number SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments 11 ii /t ll fief �(Cl' .�/f Imo' �ltC'. i1\�> l'uE?E?�� -'��G<<Yi�itt7tr ��:1� � —� %N11�i'(:'r'�r'irl ►9r y�PCt wl -�Ct" �' ! i� Lim✓E' [J �� ` 1' 1 �� D Signature Date ? tV Q7 ❑ Check here dattachments SEC ING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zo s AO an A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B, and .For Items El". use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Sec ' A Items 8 and/or 9 (see e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet meters ❑ above or a below the HAG. E3. Attached garage (top of slab) is ❑ feet [] meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,. B, C (or E), and G of this &evasion Certificate. Complete the applicable item(s) and sign below:. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (items G4 -Gg.) is provided for community ftoodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone - Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions BGJ, ILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . 07-00001182 Date 8/16/07 Application pin number . . . 149858 Property Address . . . . . . 4711 JOHNSON CREEK LOOP Property ID: 660050-0201-0150 R #: R302300 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . WILLIAMS CREEK PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . RURAL RESIDENTIAL SUB. Application valuation . . . . 400000 Owner Contractor ------------------------ ------------------------ BALL, SCOTT K D HOMEBUILDERS 1007 FALCON CIR 1861 BRIARCREST COLLEGE STATION TX 778455678 BRYAN TX 77802 (797) 744-5719 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 4567.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 4.50 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 329.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 519785 Permit Fee . . . . 1360.00 Plan Check Fee .00 Issue Date . . . . 8/16/07 Valuation . . . . 400000 Expiration Date . . 2/12/08 Qty Unit Charge Per Extension BASE FEE 460.00 300.00 3.0000 THOU BLDG, VAL 100001-500000 900.00 ---------------------------------------------------------------------------- Special Notes and Comments -Foundation plan includes piers. -Minimum Finished Floor levati\----------/-- Cert. equired 216.001 and -----------------------------�- ----- --------- BUILDING DEPT REPRESEjTA IVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Page 2 Application Number . . . . . 07-00001182 Date 8/16/07 Application pin number . . . 149858 ---------------------------------------------------------------------------- Special Notes and Comments 218.00' for sewer minimum. -15" Driveway Culvert required. -Side setbacks 20' and Front and Rear Setbacks 501. -Narrow Wall Bracing Fully Sheathed with 8-First Floor Hardy Panels per plans and 3-2nd Floor Hardy Panels per plans. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. Garage ceiling must have 5/8" Type X sheetrock when there is Habitable space above the garage. PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation Walls. ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) Fo Openings >6 sj (12" side & 20" -- --------------------------- ----------------- -- - - ---------- BUILDING DEPT REP E ENTA E : L✓�` APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00001182 Application pin number . . . 149858 Page 3 Date 8/16/07 Special Notes and Comments front) ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2006 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSU E TO 80 i ------------------------------------------------�!---------- BUILDING DEPT REPRESENTA' APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00001182 Date 8/16/07 Application pin number . . . 149858 ---------------------------------------------------------------------------- Special Notes and Comments RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. ADD SMOKE DETECTOR(S) PER NOTES ON PLANS SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 200-. TO 30% A .35 FACTO OR LOWER SHALL BE MET. ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY WITH SECTION R-311 (2006 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2006 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION.CONTROL SHALL BE --------------------------------�------ A ------- j------.Q --'4-- *4 ----------- BUILDING DEPT REPRES APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 07-00001182 Date 8/16/07 Application pin number . . . 149858 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003 IRC ) RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC IF AN OPERABLE -WINDOW IS MORE THAN 72" ABOVE EXTERIOR FINISHED GRADE THEN THE LOWEST PART OF THE WINDOW OPENING MUST BE AT LEAST 24" ABOVE THE FINSHED FLOOR FROM INSIDE THE ROOM. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 1360.00 1360.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 1360.00 1360.00 .00 .00 --------------------------- . --- --- ---- ---------- BUILDING DEPT REPRESENTA �- d� APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001183 Date 8/16/07 Application pin number . . . 806901 Property Address . . . . . . 4711 JOHNSON CREEK LOOP Property ID: 660050-0201-0150 R #: R302300 Application type description TEMP POLE Subdivision Name . . . . . . WILLIAMS CREEK PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . RURAL RESIDENTIAL SUB. Application valuation . . . . 0 Owner Contractor ------------------------ BALL, SCOTT ------------------------ K D HOMEBUILDERS 1007 FALCON CIR 1861 BRIARCREST COLLEGE STATION TX 778455678 BRYAN TX 77802 (797) 744-5719 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 519793 Permit Fee . . . . 20.00 Issue Date . . . . 8/16/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged --------------------------- Paid Credited Due Permit Fee Total 20.00 -------------------- 20.00 .00 ---------- .00 Grand Total 20.00 20.00 .00 .00 ------------------- BUILDING DE APPLICANT: APPLICATION .FOR BUILDING PERMIT 1101 TEXAS AVENUE 9779 570 (9779 7 COLLEGE764- 6 3496 FAX ( ) CITY OF COLLEGE STATION VVM.CSTX.GOV P6anningc'Development Service; A.., , ` I ` , ADDRESS/LOCATION: LOT 5 LOCK _ BUSINESS/OWNER NAME DATE: R C R G aA . Y APPLICATION # TEMP POLE # SUBDIVISION Vy 1, `I kI`'I. S /SEC/PH -7 PHONE: CONTRACTOR/HOMEOWNER: �` ti� S PHONE: % S It �y Z1q— aS CONTRACTOR ADDRESS: 6 I yr ty,C, ELECTRICIAN: A . �\ O 0 PLUMBER: HVAC: L kV G 0 _ GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION" SWIMMING POOL TENT/CANOPY 1 DESCRIPTION OF WORK: 1�C,1J kAOMA & PROPOSED USE: e�� A-e— � �-� HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 'A 00 i OOO TOTAL AREA: 5?�3'R HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER /Q SEPTIC/TREATMENT SYSTEM SEWER TAP, WATER TAP: OTHER TAP: 1 V� �EMP POLE ✓ GARAGE TYPE 0 J tr C SIZE SIZE SIZE &N 1zo .�P. SINGLE ATTACHED NUMBER OF BEDROOMS:_ NUMBER OF BATHROOMS: L4 . �J INTERIOR WALL TYPE EXTERIOR WALL TYPE: FOUNDATION TYPE 2x y s1 cO, dM/(� ROOF TYPE: 1 UBLEA��E BETA HED SIGNATURE OF APPLICANT: _ *If proposed work involves ne`w commercial- ons h or faca e` provements/renovations-to•an.ex commercial property, building elevations are required. Official Use Only ! — ��-7 ✓na�,�xa ' i r v� ��p�(� Zoning Official z ��ti va a•. G. Akfv FF 2 (, 0 Comments: �SQ,wP,�c -z& � W � ES r NO 2S'' Au,Cv(U4d —c 101side,� ��'F,ra..�f •tires S / -7Z � i w� kee Marsha I — t/.0 ee Lu cAPaes /r/P s f _ed 41 ir W /y I" r1oD/� - 13 a .:Energy Code Compliance Information a J . j % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER Rating S M rr`�`"d'++n�.. .p.. •p aw�M.&:t''y?�,��.��.*' �'V�•aw,,,�� L` �.fi„��Q.., \3 1 Ll PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# _ DATE: 4_ c7 BUILDING ADDRESS: YY7 11a sa C. L - I. Foundation Requirements- Minimum City Foundation Standards NA/OK) A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated A/ H. Framing: Floor, Wall, Ceiling and Roof Requirements MAIM A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex K 1. One -hour rated extending to roof deck QK E. Header sizes indicated on plans N F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, rade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX W R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III. Stairway Requirements &AOOK OK A. Stairway Details NA/ 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements N A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NA/ 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements zi A. Pressure reducing valve required when water pressure exceeds 80 psi AJQW B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements NA/ A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements N A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/ Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA100 Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER 4,77-01 DATE