Loading...
HomeMy WebLinkAbout06-546WF0854839 ,I /• 001 City of College. Stagy ion PAGE 1 J J REQ. DATE: 12/06/06 12/06/06 16:40:38 LOCATION: 1725 HARVEY MITCHELL PKWY'S BL 23 LOC ID: 204892 REQUESTOR: DOVETAIL BUILDERS, INC" " ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 8" SWR TAP' TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COM4MTS WFO854786 / 001 City of Colleg"e5,8"t'`at i,.on PAGE 1 REQ. DATE: 12/06/06 '' 12/06/06 15:48:24 LOCATION: 1725 HARVEY MITCHELL PKWY S•2311 LOC ID: 206268 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854792 / 001 City of College',Stat::on PAGE 1 REQ. DATE: 12/06/06 12/06/06 15:59:14 LOCATION: 1725 HARVEY MITCHELL PKWY S 2312 LOC ID: 206274 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854793 / 001 City of College.Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:00:13 LOCATION: 1725 HARVEY MITCHELL PKWY S 2313 LOC ID: 206280 REQUESTOR: DOVETAIL BUILDERS, INC — ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854794 / 001 City of Colle4ge•Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:00:45 LOCATION: 1725 HARVEY MITCHELL PKWY S 2314 LOC ID: 206286 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854797 / 001 City of College.Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:01:23 LOCATION: 1725 HARVEY MITCHELL PKWY S 2321 LOC ID: 206270 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854800 / 001 City of College•Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:02:32 LOCATION: 1725 HARVEY MITCHELL PKWY S 2322 LOC ID: 206272 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854801 / 001 City of College,Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:03:52 LOCATION: 1725 HARVEY MITCHELL PKWY S 2323 LOC ID: 206276 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854802 / 001 City of College*Stati.on PAGE REQ. DATE: 12/06/06 12/06/06 16:04:31 LOCATION: 1725 HARVEY MITCHELL PKWY S 2324 LOC ID: 206278 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854803 / 001 City of College'Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:05:18 LOCATION: 1725 HARVEY MITCHELL PKWY S 2325 LOC ID: 206282 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854804 / 001 City of College'Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:06:31 LOCATION: 1725 HARVEY MITCHELL PKWY S 2326 LOC ID: 206284 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854805 / 001 City of College'Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:07:07 LOCATION: 1725 HARVEY MITCHELL PKWY S 2327 LOC ID: 206288 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS WF0854812 / 001 City of College 'Station PAGE 1 REQ. DATE: 12/06/06 12/06/06 16:13:31 LOCATION: 1725 HARVEY MITCHELL PKWY S 2328 LOC ID: 206290 REQUESTOR: DOVETAIL BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: NCOCHRAN AUTH. USER: NCOCHRAN WORK TYPE: ROUT 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/06/06 SCHED COMPLETION: 12/06/06 ******************************************************************************** JOB ORDER RESULT COMMENTS PREPARED 7/30/07, 12:07:56 INSPECTION TICKET PAGE 2 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 7/30/07 ------------------------------------------------------------------------------------------------ ADDRESS 1725 HARVEY MITCHELL PKWY S BL 23 SUBDIV: CRAWFORD BURNETT (ICL) "+4t. A TENANT, NBR: P,TBLDG W/ 12 UNITS CONTRACTOR DOVitAIL BUILDERS PHONE (706) 357-9100 OWNER BUTLti, O D FAMILY PHONE PARCEL 000701-0104-0000 APPL NUMBER: 06-00000546 RESIDENTIAL, 5+ UNITS NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 2/08/07 DS BLDG, FRAMING TIME: 17:00 2/08/07 AP February 7, 2007 11:18:16 AM kwolfe. B130 01 2/13/07 BI BLDG, INSULATION TIME: 17:00 2/13/07 CA February 9, 2007 12:54:14 PM glsouth. B130 02 2/14/07 DS BLDG, INSULATION TIME: 17:00 2/14/07 AP February 13, 2007 10:18:30 AM glsouth. afternoon B125 01 7/25/07 DS BLDG, FINAL TIME: 17:00 7/25/07 CA July 24, 2007 3:33:46 PM acarter. July 25, 2007 2:44:50 PM acarter. July 25, 2007 2:44:58 PM acarter. B125 02 7/30/07 BLDG, FINAL TIME: 17:00 July 26, 2007 3:48:06 PM malford. ----------------------------- - ---- COMMENTS AND NOTES --------------------------------- 11rAl G BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STA-rl i`, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------- 1� Number Property Address . . . . . . Property ID: _R 4: - — Tenant,nbr, name . . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 06-00000546 Date 12/06/06 1725 HARVEY MITCHELL PKWY S BL 23 000701-0104-0000 R10473 WOODLANDS OF C.S. RESIDENTIAL, 5+ UNITS NEW CRAWFORD BURNETT (ICL) APARTMENT LOW DENSITY 567864 Owner Contractor BUTLER, 0 D FAMILY OWNER % BUTLER, JAMES 6010 THOROUGHBRED RDG COLLEGE STATION TX 778452324 --- Structure Information 000 000 DWELLING UNIT BUILDING Construction Type . . . . . COMBUSTIBLE (PROTECTED) Occupancy Type . . . . . . RESIDENTIAL -MULTI -FAMILY Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 13776.00 INTERIOR WALL TYPE DRYWALL NUMBER OF BATHROOMS 24.00 NUMBER OF BEDROOMS 24.00 SEWER TYPE PUBLIC TAZ 396.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . NC Permit Fee . . . . 1796.00 Plan Check Fee .00 Issue Date . . . . 12/06/06 Valuation . . . . 567864 Expiration Date . . 6/04/07 Qty Unit Charge Per Extension BASE FEE 1660.00 68.00 2.0000 THOU BLDG, VAL 500001 & UP 136.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT ------------------------------------ - - ---- -------_----------------- - - - - - - BUILDING DEPT RE PRESENTVV APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION', TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00000546 Page 2 Date 12/06/06 Special Notes and Comments INTERRUPTER(S) NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. ALL DEVICES MUST BE INSTALLED PER AWWA AND CITY'S ORD#2394 ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 VERSION. EMAIL TO RBOLIN@CI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 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. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND BUILDING DEPT RESjENTATIV APPLICANT:\ �/4,0�/. BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION', TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 06-00000546 Date 12/06/06 ---------------------------------------------------------------------------- Special Notes and Comments CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED EXIT DOOR(S) SUBMIT FIRE ALARM PLANS WITH PRODUCT DATA SHEETS - DESIGN AND INSTALL AS PER NFPA 72 NO WORK SHALL START UNTIL PLANS HAVE BEEN REVIEWED AND RETURNED 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 SUBMIT FIRE SPRINKLER PLANS AND CALCULATIONS FOR REVIEW NO WORK ON SPRINKLER SYSTEM SHALL BEGIN UNTIL PLANS HAVE BEEN REVIEW AND RETURNED. SPRINKLER SYSTEM CONTROLS AND WATER FLOW SWITCHES ARE REQUIRED TO BE MONITORED BY AN APPROVED MONITORING COMPANY. A COPY OF THE MONITORING CONTRACT SHALL BE SENT TO THE COLLEGE STATION FIRE DEPARTMENT, FIRE PREVENTION DIVISION. GUARDS SHALL COMPLY WITH SECTION R-312 (2003 IRC) OR SECTION 1012 IN (2003 IBC) AS APPROPRIATE PROVIDE MINIMUM 42" CLEARANCE FROM CENTER OF WATER CLOSET TO EDGE OF LAVATORY HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES INTERIOR BEAMS > 60' MUST BE A MINIMUM OF 30" DEEP INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. IF LAWN SPRINKLER 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 All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be BUILDING I APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 06-00000546 Date 12/06/06 ---------------------------------------------------------------------------- Special Notes and Comments sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. 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 PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE 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. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL PUBLIC SEWER SERVICE IS PROVIDED OR APPROVED ALTERNATE SEWER SYSTEM IS INSTALLED 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 SHALL NOT EXCEED .4 ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY ---------------- BUILDING DEPT RE SENTATIV APPLICANT : J_4Aix BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 5 Application Number . . . . . 06-00000546 Date 12/06/06 ---------------------------------------------------------------------------- Special Notes and Comments 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 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR @ (512) 463-3211 FOR MORE INFORMATION 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 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 2O03 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE FIRE -RATED PROTECTION BETWEEN UNITS AND AT REQUIRED LOCATIONS FOR STRUCTURAL PROTECTION REQUIRED BY TYPE VA CONSTRUCTION, SEE PLANS FOR ROOF AND STRUCTURAL PROTECTION. PROVIDE FIRE DAMPERS FOR ALL DUCTS THAT PENETRATE A FIRE OR SMOKE RATED ASSEMBLY. STAIRSWAYS OUTSIDE OF DWELLING UNITS SHALL HAVE A MAXIMUM RAISER OF 7 AND A MINIMUM TREAD WIDTH OF 11 . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 6" 100.00 WATER TAP 3/4" 4800.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- ------------------------------------- - - -- --------- BUILDING DEPT REPASENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 6 Application Number . . . . . 06-00000546 Date 12/06/06 Permit Fee Total 1796.00 1796.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4900.00 4900.00 .00 .00 Grand Total 6696.00 6696.00 .00 .00 BUILDING DEPT REPRESENTATI APPLICANT: ----------------- - - - - - - Fa olfce Use Only Y APPLICATION FOR BUILDING PERMIT DATL0.01�. CC REG 1101 TEXAS AVENUE APPLICATION # COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX TEMP POLE # CITY OF COLLEGE STATION WWW.CSTX.GOV Planning c' Development Servica J i �/ �J2/,� ADDRESS/LOCATION: Zn �erse-c obi.,n a f fm ZISy �►�./ F'" Ze/8 ,oxV19 4C//` ✓ LOT BLOCK SUBDIVISION C/ftled -d Ef//Yie 74YL SEC/PH BUSINESS/OWNER NAME: 416od7an ✓S of College Sol �ioAfCJ' PHONE: CONTRACTOR/HOMEOWNER: 40I/el4a"l ZnC. PHONE: 4/0y-7S-7-%/O" CONTRACTOR ADDRESS: /SSu dJ, ,(' Lol Ga .?od aG ELECTRICIAN: PLUMBER: HVAC: GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) Y NEW CONSTRUCTION DUPLEX (Landscape Plans) REMODEL/RENOVATION" SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: IV~ co,,X-Arue_A,'a,7 Zf_Jd�� wove/ �iQ,•,,e PROPOSED USE: fir- - :h /' HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ I ?q 6 o"VALUATION: $ 6 .70; 9oo 50, �L� TOTAL AREA: /S" 77 HEATED AREA: 66 (Cost of Labor and Materials PUBLIC SEWER `\ SEPTIC/TREATMENT SYSTEM .,� y RE�AP: !SIZE �y SIZE OTHER TAP: SIZE TEMP POLE ,p,,,jL PV, GARAGE TYPE: SINGLE F%Ge r I �� ATTACHED NUMBER OF BEDROOMS: Z� NUMBER OF BATHROOMS: Z V /!/,(/ BAAll INTERIOR WALL TYPE: �%J�y EXTERIOR WALL TYPE: 1-7r % G K un� :'►A/�� 6GA/ d� ��'' FOUNDATION TYPE: ROOF TYPE: AT a M -Ck,� DOUBLE TRIPLE DETACHED E] CARPORT 1:1lo.r,pa.e:�s .Cow. SIGNATURE OF APPLICANT: 1� /i7_161�' *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. d� Official Use Only `o s aminer Zoning Official Fire Marshall NEEDSTO nts: YES o NO REGISTER j'�� " e Energy Code Compliance Information % 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 R - /3 C)T U33*014 FUT8107:18 I Transmittal: Date: 8/,,k/06 To: Mr. Ben McCarty Plans Examiner 1101 Texas Avenue South College Station, TX 77842 From: DOVETAIL BUILDERS Jerry W. Baker Mobile Phone: 706 215-2397 & 832-347-2883 1725 Harvey Mitchell Pkwy. Jobsite Office: 979 694-1294 College Station, TX 77840 Fax Number 979 764-1374 Dear Mr. McCarty I am delivering by hand herewith the Woodlands of College Station revised plans from Fred D. Geheber, AIA They are bound as 3 sets each of Phase I, Phase II and Amenities ( Club ) with Nelson's letter of August 18, 2006 addressing responses to your earlier comments. � of Sincerely, Jerry Baker 0 D6-SY6 NIELS6 1 Transmittal Form Distribution Information: Name: The Dovetail Companies Address: 1725 Harvey Mitchell Parkway College Station, TX 77840 Attention: Jerry Baker Phone: Date: August 18, 2006 Fax: Time: 3:00 PM Email: NELSON Information: Name: Sarah Roland Regarding: ity Comments Client: The Dovetail Companies Billable Service: LOB: Architecture Project Number: 06.00046.00 Deliverable Enclosed: ® Here within ❑ Under Separate Cover Quantity Transmittal Type Request Details 2 of 3 2 of 3 Revision Set- Phase 1 City Comment Response letter with attachments Transmitted: Delivery Method: Delivery Details ® As Requested ""'` ® FedEx ❑ For your records ❑ US Postal Service ❑ Pending our approval ❑ Courier - LaserShi ❑ Pending review & comments ❑ Inter -Office Mail ❑ Distribute as noted ❑ Fax ❑ Confidential I ❑ Email ❑ Other: I ❑ Other: Distribution Type: Distribute copies to: Company: Electronic Hard'file ❑ C 'm act Disc Other Comments: Revised cover sheets and additional clubhouse mechanical sheets to follow Sarah Roland Signature NELSON 1122 West Peachtree Street, Atlanta, GA 30309 (404) 873-3697 phone (678) 904-1510 fax www.nelsononline.com SERVICES PROVIDED BY THE NELSON GROUP OF COMPANIES Transmittal: Date: 8 /06 To: Mr. Ben McCarty Plans Examiner 1101 Texas Avenue South College Station, TX 77842 From: DOVETAIL BUILDERS Jerry W. Baker Mobile Phone: 706 215-2397 & 832-347-2883 1725 Harvey Mitchell Pkwy. Jobsite Office: 979 694-1294 College Station, TX 77840 Fax Number 979 764-1374 Dear Mr. McCarty I am delivering by hand herewith the Woodlands of College Station revised plans from Fred D. Geheber, AIA They are bound as 3 sets each of Phase I, Phase II and Amenities ( Club ) with Nelson's letter of August 18, 2006 addressing responses to your earlier comments. �r/gSE —� of -3 Sincerely, Jerry Baker NlElrikc 4 Transmittal Form Distribution Information: Name: The Dovetail Companies Address: 1725 Harvey Mitchell Parkway College Station, TX 77840 Attention: Jerry Baker Phone: Date: Au ust 18, 2006 Fax: Time: 3:00 PM Email: NELSON Information: Name: Sarah Roland Regarding: ity Comments Client: The Dovetail Companies Billable Service: LOB: Architecture Project Number: 06.00046.00 Deliverable Enclosed: ® Here within ❑ Under Separate Cover Quantity Transmittal Type Request Details 3 of 3 Revision Set- Phase 3 of 3 City Comment Response letter with attachments Transmitted: Delivery Method: Delivery Details ® As Requested ® FedEx ❑ For your records ❑ US Postal Service ❑ Pending our approval ❑ Courier - LaserShi ❑ Pending review & comments ❑ Inter -Office Mail ❑ Distribute as noted ❑ Fax ❑ Confidential ❑ Email ❑ Other: I ❑ Other: Distribution Type: ❑ Electronic ® Hard file ❑ Compact Disc ❑ Other Comments: Distribute copies to: Company: Revised cover sheets and additional clubhouse mechanical sheets to follow Sarah Roland Signature NELSON 1122 West Peachtree Street, Atlanta, GA 30309 (404) 873-3697 phone (678) 904-1510 fax www.nelsononline.com SERVICES PROVIDED BY THE NELSON GROUP OF COMPANIES E.i k August 18, 2006 Mr. Ben McCarty STRATEGIES Plans Examiner INTERIOR DESIGN 1101 Texas Avenue South PO Box 9960 ARCHITECTURE College Station, TX 77842 ENGINEERING Re: Woodlands of College Station INFORMATION SERVICES City Comment Responses WORKPLACE SERVICES Dear Mr. McCarty, We have completed our responses to your comments for Woodlands of College Station. Below I have included your comments with our responses below. Attached you will also find additional reference material referred to in the responses. Dwelling Buildings for Phase I and II: Philadelphia. PA Atlanta, GA 1. Provide Fire Rated windows, and doors- both interior and exterior, located Ausan,TX within a fire rated wall to comply with tables 715.3 & 715.4 of the 2003 IBC. a. The buildings are required to be 1 hour protected. The exterior walls Ba"'mdrz, ``'° and interior load bearing walls are part of a I hour protected Boston, MA structure. These walls in question are allowed to have door and Chi lotte, NC window openings in them as long as the structural portions of the wall are protected, which they are. These walls should not be confused Chcago,'L with a I hour fire -rated wall that separates individual buildings from Columbus, OH each other, different tenants or means of egress. We have omitted any Dallas, TX incorrect annotation regarding protected versus separated. 2. Provide Roof Construction with a 1 hour fire rating, including trusses, Ha ticrd. CT decking, supporting beams and joists to comply with V-A construction type Jacksonville, FL per table 601 of the 2003 IBC. Iondon, III a. Afire rating using the UL system P522 is now used on the roofs of all Minneapolis, P+tN buildings in order to comply with the relevant codes. Please refer to the following sheets for all changes in Phase L A-7.2, A-7.3, A-7.4, A- New r°", Nt, 7.9, A-7.10, A-7.11, A-7.13, A-7.13A. Please refer to the following Rdmond, VA sheets for all changes in Phase II.- A-7.1, A-7.2, A-7.3, A-7.5, A-7.6. San Fianc'sco, CA 3. Provide a listed, tested assembly number for the 1 hour fire resistance rated construction for enclosures under stairways per section 1019.1.5 of the 2003 San lose, CA IBC. Si Loins. %10 a. The enclosure under the stairs does not need to be rated due to the Tanpa, _ exception listed in Section 1019.1.5 of the 2003 IBC (Exception: 4V hr�ngtcn, OF Spaces under stairways serving and contained within a single Vc • ston-Saler NC. The NELSON Southeast :operating Company, LLC 1122 `,Vest Peachtree Street, Atlanta, GA 30309 (404) 873-3697 tel (678) 904-1510 fax www.nelsononline.com ',Fr,V,CES PROVIDED Rr rHF NELSON GROLP OF C01,154NIES E residential dwelling unit in Group R-2 or R-3 as applicable in Section 101.2). These buildings are classified as R-2. Each stair serves only one unit and each unit is 1 hour separated. The stairs do not break the rating between tenants. Please refer to detail #4 on sheet A-6.4 in the Phase II set. 4. Provide Comm. Check reports on buildings to comply with 2003 IECC a. Please see attached ---- — 5. Page A--3.2; #3, add 1 hour fire separation between units. a. I hour fire separation added between units; please refer to sheet A-3.2 in the Phase I set. 6. Provide Fire Dampers for all Return -Air and Supply Air Ducts that penetrate a fire rated assembly to comply with section 607 of the 2003 IMC. a. Fire dampers provided at all units and designated as FD on all unit plan sheets (M-2.1 through M-2.7). Afire damper detail can be found on sheet M-1.0. Clubhouse Plan Review Comments: 1. Water closet in restrooms near Cyber Cafe need 60" linear clearance from all other fixtures, measured along back wall of water closet to comply with section 604.3 of the ICC/ANSI Al 17.1-1998. a. The floor plan on sheet C-2.1 has been modified to comply with the applicable codes. Also refer to sheet C-8.2 for interior elevations. 2. Provide a fire barrier between theater platform and storage underneath per IBC. a. Fire barrier not included because it is not required for a type V-B building. Please refer to sheet C-0.2 for area modification calculations. 3. Verify fire sprinkler raiser location within the building. Sprinkler system required for area increase of clubhouse. Provide fire sprinkler plans for approval prior to installation. a. Fire sprinkler system not included because it is not required for a type V-B building. The area has been increased due to frontage (as described in Sections 506.1 and 506.2of the 2003 IBC), not because of the addition of a sprinkler system. Please refer to sheet C-0.2 for area modification calculations. 4. Provide theater seating layout and additional exit for occupant load over 50. a. Furniture layout sheet added (C-9.1) showing theater seating. 7 rows of 7 seats are provided in the theater which is 49 seats total. Therefore a second exit is not required. 5. Provide window and door schedule with door hardware information for 11 7 QP egress. a. A door and window schedule can be found on sheet C-8.3. All doors and windows are tagged on the floor plan (sheet C-2.1). Due to the fact that the occupancy load is greater than 100, panic hardware has been added to egress doors (see C-8.3 for doors with panic hardware). Provide proposed occupancy loads and floor layout for each_room. __.._____� a- upan Occcy oads have been calculated and added to sheet C-0.2 and a floor layout for all rooms can be found on sheet C-9.2. Submit Comm. Check reports including: lighting, mechanical, and envelope for clubhouse. a. Please see attached 8. Provide handrails on both sides of rear porch stairs to comply with section 1009.11 of the 2003 IBC. a. Handrails have been added on sheet C-2.1 to comply with the applicable codes. 9. Provide a Type I exhaust hood with fire suppression system over kitchen range to comply with sections 507.2.1 and 509 of the IMC. a. Note added to interior elevation to comply with applicable codes; refer to sheet C-8.1. See clubhouse mechanical drawings for relevant changes. 10. Type I hood shall be installed with a clearance to combustibles of not less than 18 inches, this includes but not limited to, wall studs, ceiling joists, rafters, roof decking, and all trim and/or wall finish materials, per section 507.9 of the IMC. a. Note added to interior elevation to comply with applicable codes; refer to sheet C-8.1. See clubhouse mechanical drawings for relevant changes. 11. Verify restroom wall finish materials within 24" of a water closet or urinal, to a height of 48" above finished floor that comply with section 1210.2 of the 2003 IBC. a. See sheet C-8.1 and C-8.2 for revisions to the bathroom interior elevations to comply with related codes. 12. Provide a service sink & drinking fountain to comply with table 403.1 of the 2003 IPC. a. A service sink had been added to the equipment room adjacent to the exercise room. A drinking fountain has been added in the exercise room. Please refer to sheets C-2.1 and C-8.2 for architectural plan and interior elevation and sheet CHP2.2 for plumbing plan. 13. Provide a total of 300 CFM minimum for each large restroom near the Rec Room, (based on 75 CFM per 4 fixtures), to comply with table 403.3 of the 2003 IMC. a. Toilet fans have been revised to correct sizes. See sheet CHM2.0 for changes. 14. Provide emergency lighting and exit signs in exercise room per 1006.3 of the IBC. a. Emergency and exit signs have been added to the exercise room. Refer to sheet CHE2.1 for changes. 15. Need exterior emergency exit discharge lighting at all exits to comply with section 1006.3 #5 of the 2003 IBC. a. Remote emergency heads have been added to all exterior clubhouse exits. Refer to sheets CHE2.1 and CHE2.2 for changes. 16. Provide a ramp with slope and handrail details for accessible use and egress from rear porch per sections 1007.1 and 1010 of the 2003 IBC. a. A ramp has been added at the back of the building for accessible use and egress. Please refer to sheet C-2.1 for location and sheet SW-2.3 for section and details. 17. Verify water heater drain pan overflow line destination to an approved location per the IPC. a. Drain pan overflow to route to exterior and spill on grade (noted on water heater detail). See sheet CHP2.1. Sincerely, Fred D. Geheber, AIA C K N•� t^,''tyj Permit # Permit Date COMcheck Software Version 3.2.0 e8/j Envelope Compliance Certificate 2003 IECC Report Date: 08/14/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\0510399-CH.ock Section 1: Project Information Project Title: Clubhouse/Leasing Office Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Dovetail Builders Geheber & Lewis Associates College Station, TX 77840 Atlanta, GA 1122 West Peachtree Street Atlanta, GA 30309 Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Vertical Glazing / Wall Area Pct.: 17% Office 8403 Section 3: Requirements Checklist Envelope PASSES: Design 32% better than code.-(„ Climate -Specific Requirements: Component Name/Description Roof 1: All -Wood Joist/Rafter/Truss Exterior Wall 1: Wood Frame, Any Spacing Window 1: Metal Frame:Double Pane, Clear, SHGC 0.40 Door 1: Solid Door 2: Glass, Clear, SHGC 0.40, PF 0.20 Floor 1. Slab -On -Grade: Unheated Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor 8403 30.0 0.0 0.035 0.063 6920 13.0 0.0 0.091 0.207 1038 --- -- 0.620 1.230 63 -- --- 0.550 0.339 168 --- -- 0.550 1.230 612 --- -- -- - (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. ❑ 3. Component R-values & U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Clubhouse/Leasing Office Page 1 of 6 ❑ 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 6. Cargo doors and loading dock doors are weather sealed. ❑ 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.2.0 and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer -Name Signature Date Project Notes: Engineer - Jordan & Skala Engineers Clubhouse/Leasing Office Page 2 of 6 Permit Number Lighting Compliance Certificate Checked By/Date 2000 IECC COMcheck-EZ Solware Version 3.0 Release 2a Data filename: Q:\Project2005\0510399-Woodlands College Station\Elec\calculations\COLLEGE STATION.cck Section 1: Project Information Project Name: Address: Owner/Agent: Designer/Contractor: Telephone: Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Tyne Floor Area Office 8731 Section 3: Requirements Checklist Bldg. Dept. Use Interior Lighting [ ] 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 11350 11136 YES Exterior Lighting [ ] 2. Efficacy greater than 45 lumens/W Exceptions: Specialized lighting highlighting katures of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Independent controls for each space (switch/occupancy sensor). Exception: Areas that must be continuously illuminated. [ ] 4. Master switch at entry to hotel/motel guest room. [ ] 5. Two switches or dimmer in each space to provide uniform light reduction capability. Exceptions: Lighting Application Worksheet 2000 IECC COMcheck-EZ Sotware Version 3.0 Release 2a Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Tyne (12) (watts/12) B x Cl Oitce 8731 1.3 11350 Total Allowed Watts = 11350 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture M Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x E1 A INC. DOWNLIGHT / Incandescent 100W 1 24 100 2400 B 1 X 4 RECESSED TROFFER / 48" T8 32W / Electronic 2 47 80 3760 CH CHANDELIER / Other 5 1 60 60 D FL. DOWNLIGHT / Triple 4-pin 18W / Electronic 1 110 23 2530 G FL. WALL BRACKET / 24" T8 17W / Electronic 1 6 21 126 L FL. STRIP LT / 48" T8 32W / Electronic 2 11 80 880 D2 INC. DOWNLIGHT / Other 1 6 200 1200 M KEYLESS POR. LAMP HDR. / Incandescent 60W 1 3 60 180 Total Actual Watts = 11136 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 11350 Total Actual Watts = 11136 Project Compliance = 214 Lighting PASSES : Design 2% better than code Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storage, restroom, or lobby; Areas that must be continuously illuminated; ] 6. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours ] 7. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2000 IECC, Chapter 8, requirements in COMcheck-EZ Vecsio ease 2a and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer -Name C?_/ 54_� Date Permit # Permit Date COMcheck Software Version 3.2.0 e8/j Mechanical Compliance Certificate 2003 IECC Report Date: 08/14/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\0510399-CH.cck Section 1: Project Information Project Title: Clubhouse/Leasing Office Construction Site: Owner/Agent: Woodlands @ College Station Dovetail Builders College Station, TX 77840 Atlanta, GA Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Section 3: Mechanical Systems List Designer/Contractor: Geheber & Lewis Associates 1122 West Peachtree Street Atlanta, GA 30309 Quantity System Type & Description 8 HVAC System 1: Heating: Central Furnace, Electric / Cooling: Split System, Capacity <65 kBtu/h, Air -Cooled Condenser / Single Zone 1 Storage Water Heater 1: Service Water Heater w/ Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Storage Water Heater 1 : ❑ 1. 1-in. pipe insulation on circulation systems ❑ 2. Automatic on/off control required for circulating systems ❑ 3. No efficiency requirements for water heater with storage capacity less than 20 gallons. Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling ❑ 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour Clubhouse/Leasing Office Page 3 of 6 backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations ❑ 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm ❑ 8. Outside -air source for ventilation; system capable of reducing OSA to required minimum ❑ 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181E tapes and mastics - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ❑ 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 12. Hot water pipe insulation: 1 in. for pipes —1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes —1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes —1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ft in length ❑ 13. Operation and maintenance manual provided to building owner ❑ 14. Balancing devices provided in accordance with IMC 603.15 ❑ 15. Newly purchased service water heating equipment meets the efficiency requirements ❑ 16. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies ❑ 17. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design presented in this document is consistent with the building plans, specifications and other calculations submitted with th' permit appFZ? lion. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMchec ersion 3.2.0 ato comply with the mandatory requirements in the Requirements Checklist. �I Principal Mechanical Designer -Name $il nddrg _ Date T- �% PEE GERAL KALA 3 ��. S 7101 anti 0,41 Clubhouse/Leasing Office Page 4 of 6 8/COMcheck Software Version 3.2.0 1' Mechanical Requirements Description 2003 IECC Report Date: Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\0510399-CH.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Storage Water Heater 1 : 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in. insulation having a conductivity no >0.28 Btu-in/(h-ft2-degrees F). 2. Circulating service hot water systems must have a time switch control that can automatically turn off the system during unoccupied hours. 3. Service water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum efficiency: No efficiency requirements for water heater with storage capacity less than 20 gallons. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 7. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 9. Air ducts must be insulated to the following Ievels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a Clubhouse/Leasing Office Page 5 of 6 minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 12. All pipes serving space -conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. - Exception: Pipe insulation is not required for factory -installed piping within HVAC equipment. - Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements. 16. Water -heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (non -motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. Clubhouse/Leasing Office Page 6 of 6 Permit # Permit Date 0 REScheck Software Version 3.7.3 N/" Compliance Certificate Project Title: 131 Unit (Top) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-UNIT B1(TOP).rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 24% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Compliance: Passes ` Maximum UA: 225 , `,' Your Home UA: 183 --> 18.7% Better Than Code (UA) Maximum SHGC: 0.40 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 990 30.0 0.0 35 Wall 1: Wood Frame, 16" o.c.: 630 13.0 0.0 38 Window 1: Metal Frame with Thermal Break:Double Pane: 130 0.620 81 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers _..._ _ --------- -_ B1 Unit (Top) ---�Page 1 of 1 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 131 Unit (Low) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Meth\Energy\05.399-UNIT 131(low).rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 24% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Compliance:, Passes, Maximum UA: 258 Your Home UA: 221 --> 14.3% Better Than Code (UA) Maximum SHGC: 0.40 0.40 Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' Air Conditioner 1: Electric Central Air: 13 SEER 630 13.0 0.0 38 130 0.620 81 21 0.550 12 21 0.800 17 70 0.0 73 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers i7 O �� STER N4W Qt NAL B1 Unit (Low) Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 08/11 /06 Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Floors: ❑ Floor 1: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8 ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4 ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. B1 Unit (Low) Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 131 Unit (Low) Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ("F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range("F) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 B1 Unit (Low)..._.-. Page 4 of 4 Permit # Permit Date 0 REScheck Software Version 3.7.3 N/"' Compliance Certificate Project Title: D1 Unit (Top) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-UNIT D1(TOP).rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 14% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 CorPpliance: Passes Maximum UA: 364 -Your Home UA.' 231 - 5 36.5% Better Than Code (UA)' 1Wr*TM1i 0201FITiM Ceiling 1: Flat Ceiling or Scissor Truss: 1398 30.0 0.0 49 Wall 1: Wood Frame, 16" o.c.: 1048 13.0 0.0 72 Window 1: Metal Frame with Thermal Break:Double Pane: 130 0.620 81 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers EOFT ;� -40 /STER�C'`24r�.0 'NAL E�G�t�I b 4 D1 Unit (Top) Page 1 of 1 Permit # Permit Date 0 REScheck Software Version 3.7.3 N/0' Compliance Certificate Project Title: D1 Unit (LOW) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Meth\Energy\05.399-UNIT D1(LOW).rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 14% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77a40 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Maximum SHGC: 0.40 Your SHGC: 0.40 ME UGIazi Assembly or D.ac Wall 1: Wood Frame, 16" o.c.: 1048 13.0 0.0 72 Window 1: Metal Frame with Thermal Break:Double Pane: 130 0.620 81 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Floor 1: Slab -On -Grade: Unheated: , Insulation Depth: 0.0' 117 0.0 122 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan 8 Skala Engineers v OF *r GE RALD M �. O� 5 7 TEA ��.. `+ SON A L D1 Unit (LOW) Page 1 of 4 CREScheck Software Version 3.7.3 �(j Inspection Checklist Date: 08/11 /06 Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Floors: ❑ Floor 1: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. D1 Unit (LOW) Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. D1 Unit (LOW) Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ('F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range('F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) D1 Unit (LOW) Page 4 of 4 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 213R Flat Unit (End) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Meth\Energy\05.399-2.BRFLAT-end.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 22% Heating Degree Days: 1788 Construction Site: Chvner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber 8 Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 CorFpliarice. Passes r ;. ~.; Maximum UA: 329 Your Home UA: 261: -> 20.7% Better.Than Code (IJA) 1 Maximum SHGC: i .0 Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab -On -Grade: Unheated: , Insulation Depth: 0.0' Air Conditioner 1: Electric Central Air: 13 SEER 891 13.0 0.0 55 177 0.620 110 21 0.550 12 21 0.800 17 64 0.0 67 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Project Notes: Engineer = Jordan 8 Skala Engineers 2BR Flat Unit (End) Company Name Date OF dtOAL i.A. p `•. O W� S T ERA' ��4`•� Is, S'ONAL "��Z�gl�il,t, Page 1 of 1 Permit # Permit Date 0 REScheck Software Version 3.7.3 N/" Compliance Certificate Project Title: 213R Flat Unit (middle) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-2.BRFLAT.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 27% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Maximum SHGC: 0.40 Your SHGC: 0.40 . Assembly, -Value �.. Wall 1: Wood Frame, 16" o.c.: 576 13.0 0.0 33 Window 1: Metal Frame with Thermal Break:Double Pane: 132 0.620 82 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' 64 0.0 67 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers OF d OALD 3TER E•_ Ari StONAL 2BR Flat Unit (middle) Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 08/11 /06 Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Floors: ❑ Floor 1: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of ail glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. 2BR Flat Unit (middle) Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 2BR Flat Unit (middle) Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ("F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range("F) Heating Systems Low Pressurelfemperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 2BR Flat Unit (middle) Page 4 of 4 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 2 BR Townhouse (End) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Meth\Energy\05.399-2BR-TH-End.rck Energy Code: 2003 IECC Location: College Station, Texas Constriction Type: Multifamily Glazing Area Percentage: 20% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Maximum SHGC: 0.40 Your SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 521 30.0 0.0 18 Wall 1: Wood Frame, 16" o.c.: 1206 13.0 0.0 77 Window 1: Metal Frame with Thermal Break:Double Pane: 222 0.620 138 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' 67 0.0 70 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers �(E OF P � t?Ayy Y f f 00ALD 5 -1 ♦ r 810NAL 2 BR Townhouse (End) Page 1 of 1 Permit # Permit Date Q1REScheck Software Version 3.7.3 Compliance Certificate Project Title: 2 BR Townhouse (Middle) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Meth\Energy\05.399-2BR-TH.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 24% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 G9r reliance: Passes' ::: `rrr MpXimum UA:,1911 ; : • Your Hgme' UA: -154 - 19.4% Better,Than_Code (UA) Maximum SHGC: 0.40 i Ceiling 1: Flat Ceiling or Scissor Truss: 521 30.0 0.0 18 Wall 1: Wood Frame, 16" o.c.: 576 13.0 0.0 34 Window 1: Metal Frame with Thermal Break:Double Pane: 117 0.620 73 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers w E OILIf 2 `1 FIT0"o NAL �Nc 2 BR Townhouse (Middle) Page 1 of 4 E REScheck Software Version 3.7.3 Inspection Checklist Date: 08/11 /06 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: _ Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. 2 BR Townhouse (Middle) Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 2 BR Townhouse Middle Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes s Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Rangeff) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 2BRTownhouse (Middle)-_____.__-Y__.Page 4of4 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 3BR Flat Unit (End) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-3.BRFLAT-end.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 22% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Corhpliance: Passes ` ` i Maximum UA: 410 ; !.•;Your Home UA: 332 --> 19.0% Better Than Code (UA) Maximum SHGC: 0.40 Your SHGC: -i Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' Air Conditioner 1: Electric Central Air: 13 SEER 999 13.0 0.0 62 201 0.620 125 21 0.550 12 21 0.800 17 111 0.0 116 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Project Notes: Engineer = Jordan 8 Skala Engineers Company Name Date OF. r 4, � P �q:N GERAL..... 7 Or/ /STEAD �2�•%� SSIONAL t"*4 � 00 3BR Flat Unit (End) Page 1 of 1 Permit # Permit Date QTREScheck Software Version 3.7.3 Compliance Certificate Project Title: 3BR Flat Unit Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-3. B RF LAT. rck Energy Code: 20031ECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 27% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber 8 Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Maximum SHGC: 0.40 Your SHGC: 0.40 Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' Air Conditioner 1: Electric Central Air: 13 SEER 665 13.0 0.0 38 156 0.620 97 21 0.550 12 21 0.800 17 74 0.0 77 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Project Notes: Engineer = Jordan & Skala Engineers 36RFlat Unit ry uate b Page 1 of 1 - r f REScheck Software Version 3.7.3 Inspection Checklist Date: 08/11 /06 Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Floors: ❑ Floor 1: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturers installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. 3BR Flat Unit (End) Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 3BR Flat Unit (End) Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range("F) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 3BR Flat Unit (End) Page 4 of 4 Permit # Permit Date 0 REScheck Software Version 3.7.3 N/" Compliance Certificate Project Title: 3BR Flat Unit (End) Report Date: 08/11/06 Data filename: Q.\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-3.BRFLAT-end.rck Energy Code: 20031ECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 22% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 CApliance: Passes :. 5 ; . a Maximum UA: 410 Your Home UA, 332-->:19.0% Better Than Code (UA) Maximum SH6-Q —0.40 Yo—urSHG-C—: .i Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Floor 1: Slab-On-Grade:Unheated: , Insulation Depth: 0.0' Air Conditioner 1: Electric Central Air: 13 SEER 999 13.0 0.0 62 201 0.620 125 21 0.550 12 21 0.800 17 111 0.0 116 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Project Notes: Engineer = Jordan & Skala Engineers Date PEE Oil GERALD10 5 7i TONAL 3BR Flat Unit (End) Page 1 of 1 Permit # Permit Date CREScheck Software Version 3.7.3 N/j Compliance Certificate Project Title: 3 BR Townhouse (End) Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-3BR-TH-End.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 17% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Eotnpliance: Passes .' "- ;,Maximum UA: 413 ,. •- Your Home tJA:�266.:-> 35.6% Better Than Code (UA) Maximum SHGC: 0.40 Your SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Window 1: Metal Frame with Thermal Break:Double Pane: SHGC: 0.40 Door 1: Solid: Door 2: Glass: SHGC: 0.40 Air Conditioner 1: Electric Central Air: 13 SEER 643 30.0 0.0 1314 13.0 0.0 204 21 21 23 88 0.620 126 0.550 12 0.800 17 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Project Notes: Engineer = Jordan & Skala Engineers Company Name Date E. OF 7', 5D A i O wi /STD- \ INAL I° 3 BR Townhouse (End) Page 1 of 1 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 3 BR Townhouse Report Date: 08/11/06 Data filename: Q:\Project2005\0510399-Woodlands College Station\Mech\Energy\05.399-3BR-TH.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Multifamily Glazing Area Percentage: 30% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: Woodlands @ College Station Owner = Dovetail Builders Arch = Geheber & Lewis Associates College Station, TX 77840 1122 West Peachtree Street Permit Date: 05-26-206 Atlanta, GA 30309 Maximum SHGC: 0.40 Your SHGC: 0.40 Assembly Ceiling 1: Flat Ceiling or Scissor Truss: 643 30.0 0.0 23 Wall 1: Wood Frame, 16" o.c.: 558 13.0 0.0 31 Window 1: Metal Frame with Thermal Break:Double Pane: 144 0.620 89 SHGC: 0.40 Door 1: Solid: 21 0.550 12 Door 2: Glass: 21 0.800 17 SHGC: 0.40 Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Engineer = Jordan & Skala Engineers 3 BR Townhouse-�----�--�_ _--�` --���� �� Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 08/11 /06 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.620 For windows without labeled U-factors, describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor: 0.550 Comments: ❑ Door 2: Glass, U-factor: 0.800 Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturers installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R•4. ❑ Supply ducts in unconditioned spaces must be insulated to R-6. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. 3 BR Townhouse Page 2 of 4 ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ Al! joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Q Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depietable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 3 BR Townhouse Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ('F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range('F) Heating Systems Low PressurefTemperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 3 BR Townhouse Page 4 of 4 Woodlands of College Station Building # Permit # Water Meter Building Permit Parkland Dedication Sewer Tap Fee Fee Fee Inspection Fee 23 06-546 $4,800 $1,922 $5,424 $100 24 06-548 $4,800 $2,040 $5,424 $100 21 06-549 $4,800 $1,922 $5,424 $100 22 06-550 $4,800 $2,040 $5,424 $100 20 06-551 $4,800 $2,172 $5,424 $100 6 06-552 $10,800 $4,054 $12,204 $100 13 06-553 $8,400 $3,064 $9,492 $100 14 06-554 $8,400 $3,064 $9,492 $100 19 06-555 $7,200 $2,926 $8,136 $100 2 06-556 $6,000 $2,548 $6,780 $0 1 06-557 $4,800 $1,922 $5,424 $0 Clubhouse 06-1840 $1,800 $1,910 $0 $0 15 06-1842 $8,400 $3,168 $9,492 $0 16 06-1843 $7,200 $2,424 $8,136 $0 17 06-1844 $8,400 $2,718 $9,492 $0 18 06-1845 $6,000 $2,452 $6,780 $0 25 06-1846 $4,800 $1,836 $5,424 $0 26 06-1848 $4,800 $2,040 $5,424 $0 27 06-1849 $4,800 $1,836 $5,424 $0 28 06-1850 $4,800 $2,040 $5,424 $0 29 06-1852 $6,000 $2,130 $6,780 $0 30 06-1854 $4,800 $2,074 $5,424 $0 31 06-1855 $4,800 $2,040 $5,424 $0 32 06-1856 $3,600 $1,736 $4,068 $0 33 06-1857 $4,800 $2,040 $5,424 $0 34 06-1858 $3,600 $1,736 $4,068 $0 35 06-1859 $4,800 $2,040 $5,424 $0 36 06-1861 $4,800 $2,040 $5,424 $0 37 06-1862 $6,000 $2,452 $6,780 $0 38 06-1866 $6,000 $2,452 $6,780 $0 39 06-1867 $8,400 $3,168 $9,492 $0 48 06-1868 $9,600 $3,526 $10,848 $0 49 06-1869 $4,800 $2,040 $5,424 $0 50 06-1870 $4,800 $1,836 $5,424 $0 51 06-1871 $4,800 $2,094 $5,424 $0 52 06-1872 $3,600 $1,736 $4,068 $0 53 06-1873 $6,000 $2,130 $6,780 $0 I 0 e t?c 6er Ge,-,_'r . ssvc . `r-.e / t&0)C-( T H E Ava,DOVETAIL f C 0 M 0 A N I E S C O N C E I V E I C R E A T E I S U S T A I N February 23, 2006 Chris Haver City of College Station PO Box 9960 College Station, TX 77842 Chris, DOVETAIL DEVELOPMENT, LLC DOVETAIL BUILDERS, INC DOVETAIL MANAGEMENT, LLC DOVETAIL RESOURCES, LLC DOVETAIL EQUIPMENT RENTAL CO THE DOVETAIL COMPANIES 1550 Timothy Road Suite 201 Athens, GA 30606 (706) 357-9100 PHONE (706) 357-9101 FAx WEB www.thedovetailcompanies.com Attached are our building permit applications and 3 sets of drawings for the eleven buildings of phase I. The clubhouse design will follow in a few weeks. I have completed the applications as both slab -only and new construction. The values shown on each application are for the entire building. Our construction office will immediately seek slab -only permits upon approval of the site plan and will follow shortly thereafter for the full building permit. Please let me know if you will need anything else from our office to conduct your plan review. My cell number is 706-338-7919. Thank you, Bob Landers PROJECT 9P PLAN REVIEW NO 06 1.(j . .2 RESIDENTIAL OCCUPANCY REQUIREMENTS 20001ntemational Building Code • R1 CODE ITEM O.K. SECTION COMMENT OR N/A 310 Residential Occupancy /Z -Z OX 306.2 Classification from Group 1-1 to N!p Group R-4 308.3 Classification from Group 1-2 to Group R-3 308.5 Classification from Group 1-4 to Group R-3 310 Classification from Group R-4 to Group R-3 Table 503 Building Height & Area 508.2 Parking Garage Below Group R 508.5N/A 508.8 302.3.3 Separated Uses 508.6 Height Increase for Group R-2 ye S 508.7 � /� 5 r in k�� r � 1003.3.3.8 Mezzanines AIIA 508.4 Special Unlimited Height 506 General Area Modifications 302.3 Mixed Occupancy Separation 1107.5 Accessible Features Olt 708.3 Fire Partition Requirement 0 310.3 Dwelling Unit and Guestroom N`� Separation 716 Fireblodting and Draftstopping O C 716.3.2 Floor/Ceiling�opping for 8 `C Groups R-1, 2 R-3, R-4 716.4.2 Attic upping for Groups D 1- R-1 1� 907.210 Smoke Alarms in Group R-1 9072.10.1.1 PIA 907.2.10 Smoke Alarms in Group R- R- �07- 9072.10.1.2 3, and R-4 905 STANDPIPES REQUIRED WA •19 • R3 • R4 CODE SECTION ITEM O.K. COMMENT OR WA 905.3.1 Buildings with Floors > 30 ft above Fire Department Vehicle Access A/IA 905.3.2 Buildings with Story > 10,000 S.F. and > 200 ft travel to Fire Department Vehicle Access IVIA 905.4-905-6 Hose Connection Location Q �� 905.2 Standpipe Standard NFPA 14 OK 905.9 Valves Controlling Water Supply f 903 SPRINKLERS WHERE REQUIRED WA 903.2.12.1 Basements > 1500 sq ft VIA 903.2.12.2 Rubbish & Linen Chutes A/ A 903.2.12.3 Buildings Over 55 ft in Height MIA 9032.7 Group R1 A/ZA 9032.8 Group R2 > 2 Stories or More than 16 Dwelling Units rp l� 9032.9 Group R-4 903.3.1 Sprinkler Standard NFPA 13 0 K 903.4 Valves Controlling Water Supply O �� 903.3.1.2 NFPA 13R Sprinkler System for Group R Stories • 4 stories (� 903.3.2 Quids -Response and Residential Sprinklers 907.2.8 Manual Fire Alarm System and Automatic Fire Detection for Group R-1 N�R 9072.9 Fire Alarm System for Group R-2 907.210 Single & Multiple Station Smoke Alarms 9072.10.1.4 Smoke Alarms (Alterations, Additions or Repalm) K 907.2.10.3 Interoonnedion 2000 Plan Review Fortes Page 48 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 907.9.1.2 Visible Alann Notification Appliance for Group R-1 N� 907.9.1.3 Visible Alarm Notification Appliance for Group R-2 K 907.9.2 Audible Alarms 1003 General 1003.2.3 Exit Capacity • Occupant Content 1004.3.2.2 Minimum Width of Access Corridor 1003.3.3.1 Minimum Stair Width O X 1003.3.1.1 Minimum Exit Door Width 01< 1003.3.1.1 Size of Door O (( 1003.2.2.7 Converging Exits t?K 1004 Travel Distance & Arrangement of Exits �K Table 1004.2-1 Room or Tenant Space > 10 Occupants or > Travel Greater Than 1004.2.5 a� 10042.5 Common Path of Travel o k 100422.1 Exits separation (% Diagonal Dimension of Building) u 1005.2.1 Minimum Number of Exits ox Table 1005.2.2 Group R-2 Single Exit (Two Stories, 4 Dwelling Units per Floor, and 50 ft Travel Distance is 1005.2.2 Single Exit (Group 113) )/!A 1007.1 Baler, Incinerator or Furnace Rooms N/� 1007.2 Refrigeration Machinery Room At 1 14 1004.3.2.3 Dead -End Corridor • 20 ft 1005.3, 1004.32.1 Exit Access Corridor 1009 Emergency Escape and Rescue CODE SECTION ITEM O.K., COMMENT OR WA 1009.4 Operational Constraints (Bars, Grilles, Grates, or Similar Devices) MIA 1005.3.2.5 Smokeproof Enclosures 1003.3.3.8 Mezzanines 1005.3.2 Exit Stairs Ol� 707.2(7) Floor Openings Permitted 1005.3.6 EXTERIOR EXIT STAIRS WA 1005.3.6.1 Height • 6 stories • 75 ft JV/ A 1004.2.4.2 1004.3.3 Egress Balconies 1005.3.6.5 Exterior Stairway Protection 1006.2.2 Adjacent Lot Lines VIA 1003.3.3.5 STAIRWAY CONSTRUCTION WA 1003.3.3.3.2 Open Risers Q tit 1005.32.2 Separation of Closets Below Stairways A l / " om 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge PIA 1003.3.3.3 Stair Treads and Risers OK 1003.3.3.3.1 Uniform Treads and Risers OK 1003.3.3.8 Winders Q(( 1003.3.3.9 Spiral Stairways PJA 1003.3.3.7 Circular Stairs 1003.3.3.10 Alternating Tread Devices Al A 1003.3.3.4 Landings © K 1003.3.3.11 Handrails 1003.3.32 Headroom 1003.3.3.12 Access to Roof A/I)f 1005.3.5 Horizontal Exits l -1006- Exit Discharge- - D - - 200 Plan Review Forms Page 49 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 1003.3.1.4 Floor Elevation (Floor on Each Side of a Door) OK 1003.3.1.2 Door Swing OK 1003.3.1.8.3 Hardware Height n c 1003.3.1.3.4 Access -Controlled Egress Doors AIM 1003.3 Doors, Gates, Stairways and Ramps rCr 1003.3.1.8(4) Locks and Latches 04 1003.3.4 Ramps KA 1003.2.12 Guards OK 1003.2.12.1 Height of Guards oK 1003.2.10 Exit Illumination and Signs 0K 1003.2.11 Means of Egress Illumination 0 805.1 Decoration and Trim Vic 2000 Plan Review Forms Page 50 of 60 PROJECT PLAN REVIEW NO RESIDENTIAL OCCUPANCY REQUIREMENTS 2000 Intemational Building Code INTERIOR FINISH INTERIOR FINISH SECTION UNSPRINKLERED SPRINKLERED' REQUIRED REQUIRED REQUIRED ACTUAL O.K. REQUIRED REQUIRED REQUIRED ACTUAL O.K., 803A R-1 & R-4 R-2 R-3 COMMENT R-1 ✓1< R-4 R-2 R-3 COMMENT OR N/A OR WA Vertical Exits A B C B C C and Exit Passageways " Exit Access B B C C C C Corridors and Other Exltways d Rooms and C C C C C C Enclosed Spaces Floor Covering 0.22 watt/ 0.22 watt/ 0.22 watt/ 0.22 watt/ Corridors & Exits I sq cm. I sq cm. I sq cm. sq cm. a. Class C Interior finish materials shall be permitted for wainscotting or paneling of not more than 1.000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblooked as required by Section 803.3.1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interiorfinish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. C. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. in determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Applies when the vertical exits, exit passageways. exit access corridors or exitways. or rooms and spaces are protected by a sprinkler system Installed In accordance with Section 903.3.1.1 or Section 903.3.1.2. 2000 Plan Review Forms Page 51 of 60 A N v m (1144104-V City of College Station Pa a of Building Inspection Department g PLANS EXAMINATION REPORT Address: 1 i -7)- S �4v►r VC Y 1✓1%-f,Le11 /�/<w� ISV5#1 Date: 3 ///06 Project Name: %%se Drawing Number Code Ref. Number °%-Y.r a IQ - 2 Oc c c•/o +•+ cy Questions or Comments �-d Gon f �'.. c fir T A -O z ;. S l'; �►ICIzr l�la✓� S ,� : a L: o S �•, br►� % T S w-o k6 A 14 rrr pla Of ✓i i✓ ! o H �� a .� J., ,.a�Q./ 4ssCP" A11 es . oUQ- M rl �•S, IIJL 101Q. 1.S ? . 7 A . l4t 1,.� A n' Fi % 6 41,, n AG ea en t nal C I-leP e All /�Kt��I N S4H• �4iG/�. J- M F�'/ C Cr v,*c e PP/ I�r•�o/� �/Q TCr � r1 t l�� N/G ��✓ ,r % hce n� t r F—d iot-ta s t Fac v+ e` L4-,-sn 6 ^ 11S Received by: Date: t/ 6 V </ TRANSMISSION VERIFICATION REPORT DATE,TIME FAX ND./NAME DURATION PAGE(S) RESULT MODE TIME 03/07/2006 15:16 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 03/07 15:16 916789041510--170 00:00:36 02 OK STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3,970 / fax 979.764.3496 F'ACSII UIX COVER SHEET Date: Ml ., !.-, -7> cP p 6 ## of pages including cover:_ "2- IPyou did notrwmve s complete fear, pimse cal our office immedifiWyfor B now 4nmmmifffil _ TO: ,F+- 6ehoLoA- Opsreft Pryor VAX: 6 7A?- ?0q- l3 Jo COMPANY: ��• o� lY C' Spa, RE:- aolIQ nl.p r G C..v�/ T 7RT+ a �f `JCr , �- . - Pit? i0l Art-" e_h/ , f� FROM: t rn Mc.11�- CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: MI ^..T A z D- o D 6 # of pages including cover: Z If you did not receive a complete fax, please call our office immediately for anew transmittal. TO:_ Fred 6CAOLe.- 4tJparre0, I"rXor FAX: COMPANY: Le,,,,_,'s RE: Lol%t e s�a7�� /Oja v) AP-; e k✓ �ow+w.Pr-,�t Le7�i�es`. FROM: a c v, MC16-a ray COMPANY:_ Citv of College Station, Development Services REMARKS: ❑ Urgent )'or your review ❑ Replay ASAP N-FyI March 6, 2006 Re: Woodlands of College Station Bldg # 1-11, 1725 Harvey Mitchell Pkwy Dear Mr. Frederick Dean Geheber, I have completed the plan review for the above referenced project and have the following comments. The plan review is based on the 2003 International Codes, the 2002 National Electrical Code and our local amendments. Where appropriate, I have included the applicable code sections. Provide main power service disconnect prior to meter packs. lVviF — 2. On large buildings there shall be more than one service disconnect, if and only if, a permanent plaque shall be installed at each service disconnect location denoting all other services, feeders, and branch circuits supplying that building and the area served by each. Example can be found in Exhibit 230.1 of the 2002 National Electrical Code Handbook, ninth edition, page 128. 3. Provide a minimum of 1 hour fire resistance rated construction assembly for enclosures under stairways per section 1019.1.5 of the 2003 International Building Code. Provide emergency lighting and fire alarm device on all front porch/ landing areas on all buildings. 5. Submit fire sprinkler plans for approval prior to installation. Provide required cleanouts near all buildings per section 708.3.5 of the 2003 International Plumbing Code The review does not include any civil or zoning issues or NRA requirements of the Unified Development Ordinance. Please respond to the plan review comments at your convenience. Three sets of plans addressing these issues will be required. Should you have any questions, contact me at 979-764-3754. Thank You, Ben McCarty Plans Examiner Woodlands of College Station 1725 Harvey Mitchell Parkway South Bldg # Gross SF Bldg Cost 1 15,774 $630,960 2 17,228 $689,120 3 15,774 $630,960 4 17,228 $689,120 5 18,876 $755,040 6 42,421 $1,696,840 7 30,033 $1,201,320 8 30,033 $1,201,320 9 28,314 $1,132,560 10 23,595 $943,800 11 15,774 $630,960 College Station Bldg Numbenng OLD Bldg #k NEW Bldg # I NEW Condo # ) j 1 ofUnitsin Bldg Type Gross Bldg Cost 9 > I 23 j 2310, 2311, 2312, 2313, 2320, 2321, 2322, 2323, 12 1 j 2324, 2325, 2326, 2327 { 15,774 $630,960 2 24 2410, 2411, 2412, 2413, 2420, 2421, 2422, 2423, i 12 y Garden 2430, 2431, 2432, 2433 17,228 $689,120 2110, 2111, 2112, 2113, 2114, 2120, 2121, 2122, 3 21 2123, 2124, 2125, 2126 12 15,774 $630,960 2210, 2211, 2212, 2213, 2220, 2221, 2222, 2223, 4 22 2230, 2231, 2232, 2233 12 Garden 17,228 $689,120 5 2010, 2011, 2012, 2013, 2020, 2021, 2022, 2023, 12 " 2024, 2025, 2026, 2027 i 18,876 $755,040 { 610, 611, 612, 613, 614, 615, 616, 617, 618, 620, 6 6 621, 622, 623, 624, 625, 626, 627, 628, 629, 630, 27 a 631, 632, 633, 634, 635, 636, 637 42,421 $1,696,840 1310, 1311, 1312, 1313, 1314, 1315, 1316, 1320, 7 13 1321, 1322, 1323, 1324, 1325, 1326, 1327, 1328, 21 1329, 1330, 1331, 1332, 1333 30,033 $1,201,320 1410, 1411, 1412, 1413, 1414, 1415, 1416, 1420, 8 14 1421, 1422, 1423, 1424, 1425, 1426, 1427, 1428, 21 ` 1429, 1430, 1431, 1432, 1433 a 30,033 $1,201,320 j 1910, 1911, 1912, 1913, 1914, 1915, 1916, 1920, 9 19 1921,1922,1923,1924,1925,1926,1927,1928, 18 ; i _ r 1929, 1930 28,314 $1,132,560 10 2 210, 211, 212, 213, 214, 221, 222, 223, 224, 225, > 15 226, 227, 228, 229, 230 s 23,595 $943,800 11 ?' 1 110, 111, 112, 113, 120, 121, 122, 123, 124, 125, 12 126,127 ,,�; 15,774 $630,960 College Station Bldg Numbering # of Units in Gross OLD Bldg N NEW Bldg # NEW Condo # Bldg Bldg Type Bldg Cost SIP 1 23 2310, 2311, 2312, 2313, 2320, 2321, 2322, 2323, 12 2324,2325,2326,2327 15,774 $630,960 2 24 2410,2411,2412,2413,2420,2421,2422,2423, 12 Garden 2430, 2431, 2432, 2433 17,228 $689,120 21 2110,2111,2112,2113,2114,2120,2121,2122, 12 3 2123, 2124, 2125, 2126 15,774 $630,960 4 22 2210,2211,2212,2213,2220,2221,2222,2223, 12 Garden 2230,2231,2232,2233 1 1 17,228 $689,120 5 20 2010, 2011, 2012, 2013, 2020, 2021, 2022, 2023, 12 2024,2025,2026,2027 18,876 $755,040 610, 611, 612, 613, 614, 615, 616, 617, 618, 620, 6 6 621, 622, 623, 624, 625, 626, 627, 628, 629, 630, 27 631, 632, 633, 634, 635, 636, 637 42,421 $1,696,840 1310,1311, 1312,1313,1314,1315,1316, 1320, 7 13 1321,1322,1323,1324,1325,1326,1327,1328, 21 1329, 1330, 1331, 1332, 1333 1 1 30,033 $1,201,320 1410,1411,1412,1413,1414,1415,1416,1420, 8 14 1421,1422,1423,1424,1425,1426,1427,1428, 21 1429,1430,1431,1432,1433 30,033 $1,201,320 1910,1911, 1912, 1913,1914,1915,1916, 1920, 9 19 1921, 1922, 1923, 1924, 1925, 1926, 1927, 1928, 18 1929,1930 28,314 $1,132,560 2 210, 211, 212, 213, 214, 221, 222, 223, 224, 225, 15 10 226,227,228,229,230 23,595 $943,800 11 1 110,111,112,113,120,121,122,123,124,125, 12 .__ 126, 127 15,774 $630,960 College Station Bldg Numbering ft of Units In Gross OLD Bldg ff NEW Bldg # NEW Condo # Bldg Type Bldg Cost Bldg SF 1 23 2310, 2311, 2312, 2313, 2320, 2321, 2322, 2323, 12 2324,2325,2326,2327 15,774 $630,960 2 24 2410,2411,2412,2413,2420,2421,2422,2423, 12 Garden 2430, 2431, 2432, 2433 17,228 $689,120 3 21 2110, 2111, 2112, 2113, 2114, 2120, 2121, 2122, 12 2123,2124,2125,2126 15.774 $630,960 4 22 2210,2211,2212,2213,2220,2221,2222,2223, 12 Garden 2230, 2231, 2232, 2233 17,228 $689,120 5 20 2010, 201 1, 2012, 2013, 2020, 2021, 2022, 2023, 12 2024, 2025, 2026, 2027 18,876 $755,040 610, 611, 612, 613, 614, 615, 616, 617, 618, 620, 6 6 621, 622, 623, 624, 625, 626, 627, 628, 629, 630, 27 631, 632, 633, 634, 635, 636, 637 42,421 $1,696,840 1310,1311,1312,1313,1314,1315,1316,1320, 7 13 1321,1322,1323,1324,1325,1326,1327,1328, 21 1329, 1330, 1331, 1332, 1333 30,033 $1,201,320 1410,1411,1412,1413,1414,1415,1416,1420, 8 14 1421, 1422, 1423, 1424, 1425, 1426, 1427, 1428, 21 1429,1430,1431,1432,1433 30,033 $1,201,320 1910,1911,1912,1913,1914,1915,1916,1920, 9 19 1921,1922,1923,1924,1925,1926,1927,1928, 18 1929, 1930 28,314 $1,132,560 10 2 210, 211, 212, 213, 214, 221, 222, 223, 224, 225, 15 226,227 228 229 230 23,595 $943,800 11 1 110, 1 I1, 112, 113, 120, 121, 122, 123, 124, 125, 12 126,127 15,774 $630,960 ('11OW900 City of College Station Page of Building Inspection Department PLANS EXAMINATION REPORT Address: '. 17 2S- l AweY Mo'te,1 ie// P/_;Z n Date: 5u iy 11, ;k-oo�,- Project Name: 1i✓oclaS a`F Co��3� !j"7Sa7�: �, !'�fS� �����/G�� Uv��7Ls Drawing Number Code Ref. Number Questions or Comments ro✓`-,IP - 8.3 rr (i✓!.1/,9 oo r— SGN eo n I-e 5 riFBG� Tjfbl � _� -/ a eo, ©© ✓S k✓i hGr 0 w S / , PQ G 14 - - 3 l'/� 1de iNG✓�� fc ►� . 7FbL F 601 O / pp ��i wLle �f ✓ Q�,v� e �O ✓ VA Coo 0i^..' o h ✓Jeecl 1; -2 off it cft �'rtiff�S rovr�B GOH7 �'+. G�e�/� /t D✓'l�S OH ��q� S. %vtWe FireT->�f-" e✓ f Fir A ( i� ✓,•i 1r- 4 su Aj., D L to.'fS C'T prVj(Ml] 7 Received by: Date: Y hou /f n r Address: `� a g City of College Station Pa of �� Building Inspection Department PLANS EXAMINATION REPORT Date: Project Name: /-%a S G -IT� - The- L---a -.14 hW S oV Co !�Z� e SA Y-, 5"-, Drawing Number Code Ref. Number Questions or Comments t-^rSGR / S ; 3 TA4I.A 7/ S- L/ /� Pry v`cl:,-G l"a N, TA6 LE �p 9m�+ y� I OT '.., 1 I�OK/ FI/G ^A r✓ C- &cogoeo r't, K 4e--, Received by: Date: ;� City of College Station Page of Z 8� Building Inspection Department PLANS EXAMINATION REPORT Address: 14a v ve 0-11 '1�1 c// Date: �// 2- & 9 Project Name: sor%aHars C-. S. 44ase--E _ G!kLAdC.1 S C Drawing Number Code Ref. Number Questions or Comments AIVS,r sGoy,"3 r54I'ma r✓i S ea ✓ h e10, G•c NcT f7 y /\ G i`r C��G a ✓a+�t GC- C r S _L 7. -fvV-A e- v,�,J�G✓ 7-1 ems,--e - e- o-F .2- 0 0 7 T 6.1(arl 7 T Uc For' r'-SOHS .fir► T ieer- / /^O✓I�I'� GCc' 'FLtY/1��.�[(✓L ��' Mr�C � O�•c� �/ '�SGw�-rv1. / �l�tM�t�' C /�H �`�%r f d �2�✓wt i r<< OCt G., AK LG Zmm 3 no(,e,-W` #X" . c � eC k �S /�60 rOviae 4 ✓ F"re $P ar144140v, be/- -c eh //�r►� /mil G%ZQNI'NG Vie, OGG ti RK4 O��( ,tea �.,��/ s«�N�/ �.�,•f :-� dam✓ sue. %biro.we 1)mbr 4 vL-..-�.-(s � rj �1� �C/k 1�e- s -d---- 6 c JOO q. t P/©v�`O� �Ta v�l�( ra. *�S /t�'ot � �O ✓zG'! �7 r rS / a t.... s t" goOwe Received by: Date: M T h-e-7 2 �- S�K.I � ec /to 01 r)g Sao � f3�rZ•s� City of College Station N Building Inspection Department PLANS EXAMINATION REPORT Page .2— of 2- Address: I / Date: Project Name: \/✓oo�� rt.+.�f o'F C • S• C / W %i v u S e Drawing Number Code Ref. Number Questions or Comments 4.4 o. Z vev- Ce ra,v,,% Ke L-� lit jL/ ",OF-0- L^ .%4r GliS.t a-r- TrPG yo3 Pr©v:ole Se✓vt' kr' Fv�..,'t', r- 44 G T � E yo Pro a �o�R l o f 3 CC) c --AJ Ar,' nn `�o/� G /Ce S'�Y'va re.i j fig✓ e G l�Q©w� /'Ofi iI� av✓1 le!: -04-7 c d� r Fxe✓lGra""09 /� _L �rD (/ i �{ G rYl C r 'CH G �✓ �` I,sL �%Q e (� � ` � J'i u r're I �rs v,`dG a .►.� e�+. /z o' f i�c,I�•-mot•'/S r� /Ir• Toe K'Ke 44y- 3ova-�e Al eIterr S, �a CoSf For Clk6�iok,se . Received by: Date: M- TRANSMISSION VERIFICATION REPORT TIME 07/31/2006 14:05 NAME FAX TEL SER.0 000L5J596800 DATE DIME 07/31 14:04 FAX NO./NAME 916789041510-406810 DURATION 00:00:59 PAGE(S) 03 RESULT OK MODE STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77942, Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET` Date: 74IY 3 14 .)-no'c # of pages including cover: 3 If.wu did not z&vive a complete fax, ple-we call our office immedistety for a new &=sn:dtW.. TO: A4r. &e cr� 11 G e G� c c �' - _ FAM 7_V -_ 94't{ Ate I>Ptj�p"c JOT COMPANY: & el?k e r Le . --,'s X g ew—, . RE: f 60,//0- s�`�w.l�r`�•-t , %-)C FROM: � � � � � �� ��y /VI � (r�i a���► CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: Tk / 3 11 xcpo 6 # of pages including cover: 3 Ifyou did not rkei ve a complete fax please call our office immediately for a new hansmiw TO: Ne. F4We/IGI< GeAgZe, Mr. Dar•-e H /� ►'ys r FAX: 6 7 g_ 9a Y-/ S`( o COMPANY: & ehe L e r Le t-•-,'s Xgsx . RE: �t/'y4�(,�t✓e�lf P f crO/Ir�� SM77�ev► %/� FROM: McCa.-Xy COMPANY:_ City of College Station, Development Services REMARKS: ❑ Urgent ® For your review ❑ Rep] y ASAP 2f FYI G A4 6/a K S e- 04 �,o�/s . (*Orr CITY OF COLLEGE STATION Planning er Development Services July 31, 2006 Re: Woodlands of College Station Bldgs Phase I & II and Clubhouse, 1725 Harvey Mitchell Pkwy Dear Mr. Frederick Dean Geheber, I have completed the plan review for the above referenced project and have the following comments. The plan review is based on the 2003 International Codes, the 2002 National Electrical Code and our local amendments. Where appropriate, I have included the applicable code sections. Dwelling Buildings For Phase I and II: 1. Provide Fire Rated windows, and doors- both interior and exterior, located within a fire rated wall to comply with tables 715.3 & 715.4 of the 2003 IBC. 2. Provide Roof Construction with a 1 hour fire rating, including trusses, decking, supporting beams and joists to comply with V-A construction type per table 601 of the 2003 IBC. 3. Provide a listed, tested assembly number for the 1 hour fire resistance rated construction for enclosures under stairways per section 1019.1.5 of the 2003 International Building Code. 4. Provide Comm. Check reports on buildings to comply with 2003 IECC. 5. Page A-3.2, #3, add 1 hour fire separation between units. 6. Provide Fire Dampers for all Return -Air and Supply Air Ducts that penetrate a fire rated assembly to comply with section 607 of the 2003 IMC. Clubhouse Plan Review Comments: 7. Water closet in restrooms near Cyber Caf6, need 60" linear clearance from all other fixtures, measured along back wall of water closet to comply with section 604.3 of the ICC/ANSI Al17.1-1998. 8. Provide a fire barrier between theater platform and storage underneath per IBC. 9. Verify fire sprinkler raiser location within the building. Sprinkler system required for area increase of clubhouse. Provide fire sprinkler plans for approval prior to installation. Page 1 of 2 P.O. BOX 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 www.cstx.gov 10. Provide Theater seating layout and additional exit for occupant load over 50. 11. Provide window and door schedule with door hardware information for egress. 12. Provide proposed occupancy loads and floor layout for each room. 13. Submit Comm. Check reports including: lighting, mechanical, and envelope for clubhouse. 14. Provide handrails on both sides of rear porch stairs to comply with section 1009.11 of the 2003 IBC. 15. Provide a Type I exhaust hood with fire suppression system over kitchen range to comply with sections 507.2.1 and 509 of the IMC. 16. Type I hood shall be installed with a clearance to combustibles of not less than 18 inches, this includes but not limited to, wall studs, ceiling joists, rafters, roof decking, and all trim and/or wall finish materials, per section 507.9 of the IMC. 17. Verify restroom wall finish materials within 24" of a water closet or urinal, to a height of 48" above finished floor that comply with section 1210.2 of the 2003 IBC. 18. Provide a service sink & drinking fountain to comply with table 403.1 of the 2003 IPC. 19. Provide a total of 300 CFM minimum for each large restroom near the Rec Room, (based on 75 CFM per 4 fixtures), to comply with table 403.3 of the 2003 IMC. 20. Provide emergency lighting and exit signs in exercise room per 1006.3 of the IBC. 21. Need exterior emergency exit discharge lighting at all exits to comply with section 1006.3 #5 of the 2003 IBC. 22. Provide a ramp with slope and handrail details for accessible use and egress from rear porch per sections 1007.1 and 1010 of the 2003 IBC. 23. Verify water heater drain pan overflow line destination to an approved location per the IPC. The review does not include any civil or zoning issues or NRA requirements of the Unified Development Ordinance. Please respond to the plan review comments at your convenience. Three sets of plans addressing these issues will be required. Should you have any questions, contact me at 979-764-3754. Thank You, Ben McCarty Plans Examiner Page 2 of 2 I I PLAN REVIEW �( 2000 International Codes PROJECT PLAN REVIEW NO. JURISDICTION DATE 7f C. BUILDING DESCRIPTION l.Vyoa��[+nR�S p'F C�/�ige 5�+7�iv, PIiQfG %� C �w�`jDti jt FIRE DISTRICT G YES G NO OCCUPANCY GROUP A 3 CONSTRUCTION TYPE: V — 6 Documentation Submitted Sealed by Registered Design Professional Site Plan Sheets thru Date I Specifications Sheets thru Soils Report Sheets Date Structural Calculations Sheets Date Building Design Plans Sheets Date Ufe Safety Plans Sheets Date Building Design Plans (Structural) Pages Date Structural Calculations Pages Date Mechanical Plans Pages Date Plumbing Plans Pages Date Fuel Gas Plans Pages Date Electrical Plans Pages Fire Protection System Drawings Date Fire Protection System Calculations Energy Conservation Calculations Date thru thru thru thru thru thru thru thru thru Sheets thru Sheets Sheets State and Registration Number 2000 Plan Review Forms Page 1 of 60 PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 ALLOWABLE AREA Occupancy groups if mixed occupancy (separated and nonseparated) Main use Minimum Construction type 2 MIXED OCCUPANCY - NONSEPARATED USES (302.3.2) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. MIXED OCCUPANCY - SEPARATED USES (302.3.3) For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy" A" Actual Area of Occupancy" B" Allowable Area of Occupancy" A" + Allowable Area of Occupancy" B° 5 1 Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 ° Area (C) Area for Open Space Increase IM x I 100 (D) Area for Sprinkler Increase' IM x 1 100 (E) Allowable Area (B) + (C) = (D) or Unlimited 3 (F) Maximum Building Area / /ZS b000 Al 2 voo I aoe 6 om o N ! )- o mo l o00 vyei i sPaw area mcseases from section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet open minimum width = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ (F/P) d. W = Minimum width of public way. _ (W) e. Percent of frontage increase 11 = 100 (F/P - .25) x W/30 ZThe sprinkler Increase per Section 506.3 is'as follows: a. multistory building I, = 200 percent b. single story building I, = 300 percent OK OK 3Unlimited area applicable under conditions of sections Group B, F. M, S, A4 (507.1, 507.2, 507.3, 507.5); Group E (507.7); Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint hangers (507.6). `Maximum Building Area (F) = total number of stories in the building x E but not greater than 3 x E. SThe maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. C X to x m 2000 Plan Review Forms Page 2 of 60 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO, PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 (continued) ALLOWABLE HEIGHT ALLOWABLE (Table 503) INCREASE FOR SPRINKLERS' SHOWN ON PLANS O.K., COMMENT Type of Construction Type L45 Typey CK Building Height in Feet '• 2.4A 10.12 Feet '0 Feet = H + 20- = Feet--j-f d;1 !C Building Height in Stories'-'. 5• G.T. 12.13 Stories I Stories + 1 = Stories CD 'See definition "Height, Building" (Section 502) 2See Height Modifications, (Section 504 and 508) 3See definition "Story (Section 502) 'Automatic Sprinkler Increase (Section 504.2) °Mezzanine Exception (Section 505.1) °Basements Exception (Section 503.1.1) 7Penthouse story exception (Section 1509.2) $For mixed occupancies (nonseparated uses), compare the allowable height in stories for the main occupancy to the actual building height in stories, than check for all other occupancies to ascertain that no occupancy is located at a story height greater than allowed by Table 503 for that occupancy. (Section 302.3.2) °Hazardous H-2, and H-3 story limitations (Section 415.5) 70Special industrial occupancies (Section 503.1.2) "Unlimited height for B, M, R occupancies (Section 508.4) 12Residential R-2 height increase (Section 508.6, 508.7) 13Group S-2 enclosed parking garages (Section 508.2) and parking garages (Section 406.3.5, 406.4.1) PLAN CHECK NOTES AND COMPUTATIONS: 2000 Plan Review Forms Page 3 of 60 M( PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET CONSTRUCTION TYPE: V4 FIRE PROTECTION REQUIREMENTS TABLE 601 Fire -Resistance Rating Requirements for Building Elements (hours) BUILDING ELEMENT RATING RATING O.K., REQUIRED d PROVIDED COMMENT or NIA Structural frame I, bp Including O d 4_ columns, girders, trusses Bearing walls Exterior r O Interior b Nonbearing walls and partitions Exterior See Table 602 Interior * See Section 602 Floor construction Including supporting beams and joists Roof construction Including supporting beams and joists v a. i Iw auucaurai frame snap ce con5wereo io De the courmns aria me girders, Deems, trusses aria spanarels having direct connections tb the columns and bracid to ng members designed carry gravity loads. The members of floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports: Fire -resistance ratings of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only (Type 1A and 1B). c. 1. Except in Factory -Industrial (F-1). Hazardous (H), Mercantile (M) and Moderate -Hazard Storage (S-1) occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire -retardant -treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies, heavy timber shall be allowed where a 1-hour or less fire -resistance rating is required. 3. In Type I and Type II construction, fire -retardant -treated wood shall be allowed in buildings not over two stories including girders and trusses as part of the roof construction. d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour fire -resistance -rated construction, provided such system is not otherwise required by other provisions of the code or used for an allowable area increase In accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The 1-hour substitution for the fire resistance of exterior walls shall not be permitted (Type IIA, IIIA, and VA). e. For interior nonbearing partitions in Type IV construction, also see Section 602.4.6. f. Not less than the fire -resistance rating based( on fire separation distance (see Table 602). CONSTRUCTION TYPE V/S GROUP TYPE' —� Table 602 Fire -Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distances FIRE SEPARATION DISTANCE (feet) WALL RATING REQUIRED °•d WALL RATING PROVIDED O.K., COMMENT or N/A < 50 -5 <10 • 10 < 30 • 30 Q Load -Dearing extenor wars snan aiso compy vein me tire -resistance rating requirements of Table 601. Group R-3 and Group U when used as accessory to Group R-3, as applicable in Section 101.2 shall not be required to have a fire -resistance rating where fire separation distance is 3 feet for party walls. See Section 503.2 for party walls. See Appendix D for Fire District. 2000 Plan Review Forms Page 4 of 60 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO. PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 704.8 EXTERIOR WALL OPENINGS FIRE SEPARATION DISTANCE (ft) UNPROTECTED OPENING AREA PROTECTED OPENING AREA UNITY CHECK (i) O.K., COMMENT or NIA Allowable' (au) Actual (Au) Allowable' (a) Actual (A) 0 to 3'.h Not Permitted ° Not Permitted Nl14 Greater than 3 to 5 b, f Not Permitted b, ° 15% Greater than 5 to 10 b, d. f 10%9 25% Greater than 10 to 15 b, c, d, f 15%9 45% Greater than 15 to 20 w f 25%9 75% Greater than 20 to 25 c, f 45%9 No Umit Greater than 25 to 30 a f 70%9 No Limit Greater than 30 No Umit No Limn a. Values given are percentage of the area of the exterior wall. b. For occupancies in Group R-3, as applicable in Section 101.2, the maximum percentage of unprotected and protected exterior wall openings shall be 25 percent. c. The area of openings in an open parking structure with a fire separation distance of greater than 10 feet shall not be limited. d. For occupancies in Group H-2 or H-3, unprotected openings shall not be permitted for openings with a fire separation distance of 15 feet or less. e. For requirements for fire walls for buildings with differing roof heights, see Section 705.6.1. f. The area of unprotected and protected openings is not limited for occupancies in Group R-3, as applicable in Section 101.2, with a fire separation distance greater than 5 feet. g. Buildings whose exterior bearing wall, exterior nonbearing wall and exterior structural frame are not required to be fire -resistance rated shall be permitted to have unlimited unprotected openings. h. Includes accessory buildings to Group R-3 as applicable in Section 101.2. I. Allowable area of opening A+ A. 5 1.0 (Equation 7-2) a a. where: A = Actual area of protected openings, or the equivalent area of protected openings A. (See Section 704.7). a = Allowable area of protected openings. A„ = Actual area of unprotected openings. % = Allowable area of unprotected openings. 2000 Plan Review Forms Page 5 of 60 o!C O M x m to PLAN REVIEW REPORT 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 714.2 OPENING PROTECTIVE FIRE -PROTECTION RATINGS REQUIRED MINIMUM TYPE OF ASSEMBLY ASSEMBLY RATING ASSEMBLY RATING OPENING PROTECTION OPENING RATING O.K., COMMENT or (hours) PROVIDED ASSEMBLY PROVIDED N/A (hours) Fire walls and fire barriers having a 4 3 Wl# required fire -resistance rating greater than 1 hour 3 3b 2 1 1/2 1 1/2 1 1/2 Fire banters of 1-hour fire -resistance - rated construction: Shaft and exit enclosure walls 1 1 1 3/4 Other fire barriers Fire partitions: Exit access corridor enclosure wall 1 0.33, Other fire partitions 1 314 Exterior walls 3 3/4 2 1 1/2 1 3/4 a. For testing requirements, see Section 714.2.3. b. Two doors, each with a fire -protection rating of 1.5 hours, installed on opposite sides of the same opening in a fire wall, shall be deemed equivalent in fire - protection rating to one 3-hour fire door. EXTERIOR FIRE WINDOW ASSEMBLIES (Section 714.3.7) WALL RATING (Hr.) REQUIRED OPENING RATING (Hr.) ACTUAL OPENING RATING (Hr.) O.K., COMMENT or N/A >1 •, b 11/2 N 1 CC 3/4 rote d 3/4 a. Located in wall required by Table 602 to have a fire -resistance rating. b. Required by 704.12 to be protected. c. Required by 704.8 to be protected. d. Required by 704.8, 704.9, and 704.10 to be protected. 2000 Plan Review Forms Page 6 of 60 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET EXIT REQUIREMENTS EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH (in)2,3,4,5.9 AREA' sq. ft. AREA' PER OCCUPANT (TABLE 1003.2.2.2) EGRESS WIDTH PER OCCUPANT (TABLE 1003.2.3) REQUIRED WIDTH (SECTION 1003.2.3) (a + b) x c ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL 0 1 aute iwac.c.c to aecermme wnerner nei or gross area is appiicabie. See definition "Area, Gross' and "Area, Net" (Section 1002) 3 Minimum stairway width (Section 1003.3.3); minimum corridor width (Section 1004.3.2.2), minimum door width (Section 1003.3.1) 3 Minimum width of exit passageway (Section 1005.3.3) 4 See Section 1003.2.2.7 for converging exits. 5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1003.2.3). Assembly occupancies (Section 1008) NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR SPACE DESCRIPTION MINIMUM' NUMBER OF EXITS TRAVEL DISTANCE ARRANGEMENT MEANS OF EGRESS"' (SECTION 1004.1) REQUIRED (SECTION 1005.2.1) SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1004.2.4) ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS 1 Corridor dead ends (Section 1004.3.2.3). Z Single exits (Table 1005.2.2). 3 Common path of travel (Section 1004.2.5). 2000 Plan Review Forms Page 7 of 60 O X N x m PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 503 Building Height & Area 94 104.11 Alternate Materials & Alternate Methods of Construction A11/,- I�' 106 Construction Documents (�k 106.2 Site Plan 1 Ch. 34 Existing Building A 3406.1 Historic Building App. D FIRE DISTRICT REQUIREMENTS D102.1 Types of Construction Permitted D102.2.2 Group H Prohibited D102.2.4 Roof Coverings D102.2.5 Structural Fire Rating D102.2.6 Type II Buildings Exterior Walls D103 Changes to Buildings D105 Fire District Exceptions 3103 Temporary Structures 312.1 Greenhouses App. C Agricultural Buildings 3104 Pedestrian Walkways 404 ATRIUMS 404.2 Uses of Atrium Floor ' 404.3 Automatic Sprinklers 404.4 Smoke Control (See 909) 404.5 Enclosures 404.6 Smoke Detectors (See 907.2.13) 404.7 Standby Power 907.1.13 Smoke Detection 909 Test of Smoke Control Systems 404.8 Interior Finish CODE SECTION ITEM O.K., COMMENT OR WA 404.9 Maximum Travel Distance 405 Underground Buildings 905.3.6 Standpipes Required fo Underground Buildings 412.4 Aircraft Paint Hangers 413.1 High Piled Storage - IFC 413.2 Attic or Underfloor Storage 416 Application of Flammable Finish 417 Drying Rooms 418 Organic Coatings 3102 Membrane Structures 505.2 Mezzanine - Maximum Area 505.4 Mezzanine - Openness 601 Building Construction Classification 602 & 603 artition Required by Type of Construction 602.1.1 Mixed Types of Construction 704 Exterior Walls 705 Fire Walls 710 Horizontal Assemblies 712 Joints in Fire Resistant Systems 713.6 & 710.3.2 Exceptions to Fire Resistance 706, 708, & 709 Fire Barriers, Fire Partitions, and Smoke Barriers 706.3, 708.3 Fire Resistance - Fire Barriers and Fire Partitions 708.1 Fire Partitions - Dwelling Unit and Corridor Wall 704.9 Openings above another 2000 Plan Review Forms Page 8 of 60 Q m z m F X m c 55 m 3 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A T714.2 Opening Protection for Interior Walls NA 714 Fire W indows/Doors & Shutters 707 Shaft Enclosure 707.4 Shaft Enclosure Construction 707.3 Shaft Wall Construction Type 707.11 707.12 Enclosures at Bottom & Top 707.13 Refuse r9 Laundry Chutes 716 Fireblocking & Draftstopping 4 �� 711 Penetrations 716.5(4) Utilities in Fire Rated Assemblies in Type I & II 603 Combustible Materials in Type I and Type II Construction 803.4 Interior Finish Requirements (7 803.5 Carpet on Walls & Ceilings 803.6 Expanded Vinyl Wall Coverings 804.4 Floor Finish Type I or II Construction 903.3.1 Sprinkler Systems Q 903.3.5 Water Supplies for Sprinkler Systems 907 Fire Alarm & Detection Systems 1003.2.3.1 Maximum Door Encroachment 1003.2.4 Minimum Ceiling Height in Means of Egress 1003.2.5.1 Objects Protruding from Ceiling Me, 1003.2.7 Elevation of Less than 12 inches Ramped in Means of Egress 1003.2.8 Means of Egress - Continuous and Width not Reduced O 1003.3.1.5 Landings at Doors P14 1003.3.3.6 Maximum Distance Between Landings IVK, CODE SECTION ITEM O.K., COMMENT OR N/A 1004.2.3 Egress Through Intervening Spaces 6)K 1004.3.2.4 Exit Access Corridor Not Used as Plenum N IVIA 1005.1 Exits Not Used for Other Purposes 1005.2.3 Exits Continuous to Exit Discharge 1005.3.4.1 Opening Limited to the Purposes of Exiting ' /v 1006.1 Exit Discharge Outside at Grade 04 1301 Documentation That the Building Meets the IECC 1406.2.2, Architectural Trim, Balconies, Bay Windows Or 1507 Roof Coverings 1504 Performance of Roof Coverings 1505 Roof Covering Classification 1503.4.1 Gutters & Leaders 1509.2.1 Penthouse & Roof Structures / 1509.2.1(5) Dormer Windows (�C 1509.3 Tanks 1509.4 Cooling Towers 1509.5 Miscellaneous Roof Structures 2306.3 Wood Diaphragms 2404 Wind, Snow, and Dead Loads on Glass 2405 Sloped Glazing & Skylights 2406.1 Safety Glazing &14 2406.2 Hazardous Locations 2606 Light Transmitting Plastics 2607 Light Transmitting Plastics - Wall Panel 2608 Light Transmitting Plastics - Glazing 2000 Plan Review Forms Page 9 of 60 0 m z m F X m O c mm 3 m I N EPROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 2609 Light Transmitting Plastics - Roof Panels 2610 Light Transmitting Plastics - Skylights 3105 Canopies on Exterior Walls 2603 Foam Plastic (See Also 805.3) 718 Thermal- and Sound- Insulating Materials P014 2111 Masonry Fireplaces 2111.16 Fresh Air Intakes for Fireplaces 2113 Masonry Chimneys 1405 VENEERED WALLS 1405.1 General Requirements 1405.5 Anchored Masonry Veneer 1405.10 Metal Veneers and Siding 1405.11 Glass Veneer 1405.4 Wood Siding 1405.14 Stucco 1405.13 Vinyl Siding 1202 Ventilation 1203 Heat Required 1204 Light 1205 Yard and Court Requirements AIM 1206 Sound Transmission 1207 Minimum Room Sizes 1208 Attic and Crawl Space Access &14 2902 Plumbing Facilities C9 4 CHAP. 30 Elevator Requirements 2406 Glazing d r1507 Installation of Roof Coverings 2000 Plan Review Forms Page 10 of 60 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES CHAPTER 11, ANSI A117.1 CODE SECTION ITEM O.K., COMMENT OR NIA Chapter 11 - IBC 1101 Where Applicable 1103.2 General Exceptions to Accessibility 1104 Accessible Routes 1105 Accessible Entrances 0/4 1106 Parking and Passenger Loading Facilities #14 1107 Special Occupancies I 1108 Other Features and Facilities 1109 Signs Alff 1003.2.13 Accessible Means of Egress N 1003.2.13.1.1 Elevator required • 4 Stories N� 1003.2.13.2 Minimum enclosed stair width 48" 1003.2.13.3 Elevator standby power & access N 1003.2.13.5 Areas of Refuge 1003.2.13.5.1 Size of area of refuge 1003.2.13.5.3 Two way communication 1003.2.13.5.5 Identification 1003.2.13.7 Exterior Area for Rescue Assistance 907.9 Alarn Systems 3408 Existing Buildings ANSI A117.1 101 Accessible Sites and Facilities 302 Ground & Floor Surfaces A10TV 303 Changes in Level Q 304 Turning Spaces n�L CODE SECTION ITEM O.K., COMMENT OR NIA 307 Protruding Objects O 309 Controls & Operating Mechanisms AIIA 402 Accessible Route N� 403 Walking Surfaces D 404 Doors 405 Ramps 406 Curb Ramps 407 Elevators �f 408 Wheel Chair and Platform Lifts 502 & 503 Parking & Passenger Loading Zones 504 Stairs 505 Handrails 506 Windows 602 Drinking Fountains & Water Coolers /✓(%r`� 603.3 Mirrors O 604 Water Closets VOW_ 604.8 Toilet Stalls t9K 605 Urinals 606 Lavatories and Sinks 607 Bathtubs 608 Shower Stalls 609 Handrails, & Grab Bars M � 610 Tub & Shower Seats 702 Alarms (Audible and Visual Required) (51, V, 703 SignageG 704 Telephones 2000 Plan Review Forms Page 11 of 60 G) m z m F X m D c m 3 m N PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE ITEM O.K. SECTION COMMENT OR NIA 705 Tactile Warnings AlM 802 Assembly Areas i%IC 902 Seating, Work Surfaces & Service OK Counters 1001, 1002, Dwelling Units 1003 IVIA . 0 m z m r m m p C m 3 m w 2000 Plan Review Forms Page 12 of 60 Qlfle City of College Station Pa a of Building Inspection Department g PLANS EXAMINATION REPORT Address: l7 y S` l r��r ►' -���1 �iL"�'Y Date: 10A& Project Name: G Ju lo ho" Se T 1e woo.//u"gIt Ole e!�olle je- s1La/7oH IJ Drawing Number Code Ref. Number Questions or Comments e s s8z 30 t CP 0 = Joe, J -- 0.2s-I I 75 i °pJ Lldpo 600° 6000 6000 O L W a q$-&pad t p t• � Received by: Date: I r Release I of Phase One Totals Parkland Dedication Balance Due at First Building Permit $11,600 Building Numbers Water Meter Sewer Tap 21 $4,800 $100 23 $4,800 $100 25 $4,800 $100 27 $4,800 $100 28 $4,800 $100 29 $6,000 $100 Total For The First Six Building Permits Park Dev. Fee Permit Fee Bldg Total $3,504 $1,796 $10,200 $3,504 $1,796 $10,200 $3,504 $1,718 $10,122 $3,504 $1,718 $10,122 $3,504 $1,902 $10,306 $4,380 $1,982 $12,462 $75,012 Release 2 of Phase One Building Numbers Water Meter Sewer Tap Park Dev. Fee Permit Fee Bldg Total 1 $4,800 $100 $3,504 $1,796 $10,200 2 $6,000 $100 $4,380 $2,360 $12,840 6 $10,800 $100 $7,884 $3,716 $22,500 13 $8,400 $0 $6,132 $2,824 $17,356 14 $8,400 $0 $6,132 $2,824 $17,356 15 $8,400 $0 $6,132 $2,918 $17,450 16 $7,200 $0 $5,256 $2,248 $14,704 17 $8,400 $0 $6,132 $2,512 $17,044 18 $6,000 $0 $4,380 $2,272 $12,652 19 $7,200 $0 $5,256 $2,700 $15,156 20 $4,800 $0 $3,504 $2,020 $10,324 22 $4,800 $0 $3,504 $1,902 $10,206 24 $4,800 $0 $3,504 $1,902 $10,206 26 $4,800 $0 $3,504 $1,902 $10,206 Total For Release 2 Of Phase One (14 Building Permits) $198,200 Bldg FF EC Inchs Bldg FF EC '-1-j 289.5 289.29 -0.21 -2.52 31 292.5 2 288.5 288.38 -0.12 -1.44 32 292.5 3 293 0 33 291 4 292 0 34 291 5 _ 291 0 35 291 1 6 i 290 289.97 -0.03 -0.36 36 289.5 7 0 37 289 8 285.5 0 38 287 9 288.5 0 39 286.5 10 11 289 289.5 0 0 41 286.5 287 12 290 0 42 287.5 13 290.5 290.3 -0.2 -2.4 43 288 14 291 290.83 -0.17 -2.04 44 288 15 292 291.8 -0.2 -2.4 45 288.5 16 292 291.79 -0.21 -2.52 46 288.5 17 291 290.85 -0.15 -1.8 47 289 18 290.5 290.3 -0.2 -2.4 48 290.5 19 290 289.83 -0.17 -2.04 49 291 20 290 289.83 -0.17 -2.04 _50 __. , 288 21 293 292.87 -0.13 -1.56 51 285.5 22 292 291.83 -0.17 -2.04 52 285 23 293 292.87 -0.13 -1.56 j 53 284.5 24 292 291.82 -0.18 -2.16 CH 288 25 293 292.78 -0.22 -2.64 26 293.5 293.21 -0.29 -3.48 27 294.5 294.23 -0.27 -3.24 28 294.5 294.25 -0.25 -3 29 295 295.18 0.18 2.16 30 293.5 0 l/l/OO� I grtGl S Benjamin McCarty - Request for balance of Building Permits - Woodlands of College Station Page 1 From: "Jerry Baker" <jbaker@thedovetailcompanies.com> To: <bmccarty@cstx.gov>, "Gina Southerland" <Glsoutherland@cstx.gov> Date: 12/6/2006 10:50:51 AM Subject: Request for balance of Building Permits - Woodlands of College Station I will deliver the $75,012 Check for buildings # 29, 28, 27, 25, 23, and 21 as agreed this morning for the first 6 building permits. Please calculate the amount of the check required to complete the remaining 14 building permits on the first 20 buildings. That is $1,2,6,13,14,15,16,17,18,19, and 20, 22, 24, and 26 - (312 Units). I will order the check then, and by the time it arrives we will have complied with the Fire Marshal's access requirements to allow issuing these other 14 permits. Thanks for your help, Jerry W. Baker College Station Superintendent Dovetail Builders Jobsite Phone: 979 694 -1294 Mobile: 706 215 - 2397 FAX: 979 764 -1374 Notice: This e-mail (including attachments) is covered by the Electronic Communications Privacy Act, 10 U.S.C. 2510-2521, is confidential and may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution, or copy of this communication is strictly prohibited. Please reply to the sender that you have received the message in error and then delete it. Thank you. �. 7 7 CC: "Tommy Mulkey"<tmulkey@thedovetailcompan ies.com>, "Ben Griffith" <bgriffith@thedovetailcompanies.com> Jordan & Skala Engineers, Inc. 5365 Oakbrook Parkway • Norcross Georgia 30093 PH (770) 447-5547 FAX (770) 448-0262 Atlanta • Charlotte • Dallas • Las Vegas (�D e-mail ise aC�iordanskala.com February 5, 2007 Mr. Fred Geheber NELSON ARCHITECTURE 1122 West Peachtree Street Atlanta, GA 30309 Re: Woodlands of College Station Phase I & H JSE Project No. 0510399 & 0610115 Dear Fred: Pursuant Dovetail Companies request Jordan and Skala Engineers has revised the drawings for the above projects to be installed with 8.0 KW auxiliary electric strip heat for all residential split system heat pumps. Base on the HVAC equipment cut sheets provided by the electrical contractor we have recalculated the loads for the residential units and confirm all residential electric service panels may be reduced to 110amp panels. Please refer to the attached sketches. All loads and sizes shall be field verified with final installed equipment. Should you have any questions about the items above, please do not hesitate to call. Sincerely, JORDAN & SKALA ENGINEERS, INC. Jeff Dillingham JD/ds Copy: Craig Brewer — Jordan and Skala Engineers, Inc. Vern Smith — Jordan and Skala Engineers, Inc. David Dickson — Jordan and Skala Engineers, Inc. UNIT "2BD-FM" SQUARE FOOTAGE 1122 SF X 3 VA/SF 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.4 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.4 KVA X 40 % 6.9 KVA HVAC 8.7* KVA X 100 % 8.7 KVA N.E.C. 220.30 TOTAL 25.6 KVA VOLTAGE: 240/120 PHASE: 1 106.9 AMPS *(8.0KWX.65)+0.5KW+2.6KW+.36KW-8.7KW. UNIT " MD-F" SQUARE FOOTAGE 1369 SF X 3 VA/SF 4.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA SO KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 12M VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.1 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 1D0 % 10.0 KVA REMAINDER 18.1 KVA X 40 % 7.2 KVA HVAC 9.D* KVA X 100 % 9.0 KVA N.E.C. 220-30 TOTAL 26.2 KVA VOLTAGE: 240/120 PHASE: 1 109.2 AMPS * (8-01 KW X .65) + 0.5 KW + 2.9 KW + .345 KW = 8.975 KW. T1 Jordan & Skala Engineers, Inc. C3Project Number • No. 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093-2250 PHONE (770)447-5547 FAX (770)448-0262 EMAILC1 jseOjordonskalaxom UNIT "2BD-FE" SQUARE FOOTAGE 1122 SF X 3 VA/SF 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.4 KVA DEMAND FACTOR 1ST 10 KW IQO KVA X 100 % 10.0 KVA REMAINDER 17.4 KVA X 40 % 6.9 KVA HVAC 9.0* KVA X 100 % 9.0 KVA N.E.C. 220-30 TOTAL 25.9 KVA VOLTAGE: 240/120 PHASE: 1 108.0 AMPS *(8.OKWX.65)+0.5KW+2.9KW+.345KW=8.9KW. THE WOODLANDS OF COLLEGE STATION COLLEGE STATION BRAZOS COUNTY, TEXAS ��.\ ,,.\T .\.CMT.\■ \T. .TL.MT., \A ..\.. REFERENCE DWG: SCALE: UNIT FLOOR PLAW NTS PROJECT NO.: DATE 0510399 do 02-05-07 0610115 REVISION: -- I COPYRIGHT © 2005 JORDAN do SKALA ENGINEERS INC. ' SKE-1 UNIT "D1" SQUARE FOOTAGE 1453 SF X 3 VA/SF 4.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.4 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.4 KVA X 40 % 7.3 KVA HVAC 9.0* KVA X 100 % 9.0 KVA N.E.C. 220.30 TOTAL 26.3 KVA VOLTAGE: 2401120 PHASE. 1 109.7 AMPS * (8.0 KW X .65) + 0.5 KW + 2.93 KW + .345 KW = 8.975 KW. UNIT "M-TE" SQUARE FOOTAGE 1335 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.0 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.0 KVA X 40 % 7.2 KVA HVAC 9.2 * KVA X 100 % 9.2 KVA N.E.C. 220.30 TOTAL 26.4 KVA VOLTAGE: 240/120 PHASE: 1 109.9 AMPS *(8.OKWX.65)+0.7KIN +2.9KW+.38KW=9.2Kw. ;I Jordan & Skala Engineers Inc. E3 Project Number - No. 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093-2250 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jse0jordanskalaxorn UNIT "B1" SQUARE FOOTAGE 1033 SF X 3 VA/SF 3.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.1 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.1 KVA X 40 % 6.8 KVA HVAC 8.7* KVA X 100 % 8.7 KVA N.E.C. 220-30 TOTAL 2S5 KVA VOLTAGE: 240/120 PHASE. 1 106.4 AMPS *(8.OKIN X.65)+0.5KIN +2.6KIN +.36KIN -8.7KW. ti THE WOODLANDS OF COLLEGE STATION COLLEGE STATION BRAZOS COUNTY, TEXAS REFERENCE DWG: SCALE: UNIT FLOOR PLANJ NTS 10TE 5103 9 & I 5ECT NO.:D 02-05-07 I REVISION: -- COPYRIGHT © 2005 JORDAN do SKALA ENGINEERS INC. SKE-2 UNIT "2BD-TM" SQUARE FOOTAGE 1131 SF X 3 VA/SF 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.4 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 174 KVA X 40 % 7.0 KVA HVAC 8.8 * KVA X 100 % 8.8 KVA N.E.C. 220-30 TOTAL 25.7 KVA VOLTAGE: 240/120 PHASE: 1 107.2 AMPS *(8.OKWX.65)+0.5KW+2.6KW+.36KW=8.76KW. UNIT "3BD-TM" SQUARE FOOTAGE 1335 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 450D VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.0 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 `Yo 10.0 KVA REMAINDER 18.0 KVA X 40 % 7.2 KVA HVAC 8.8* KVA X 100 % 8.8 KVA N.E.C. 220.30 TOTAL 26.0 KVA VOLTAGE: 240/120 PHASE: 1 108.2 AMPS *(8.OKWX.65)+0.5KIN +2.6KW+.36KW=8.76KW. Jordan & Skala Engineers Inc. Project Number - No. 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093-2250 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jseOjordanskalaxom UNIT "2BD-TE" SQUARE FOOTAGE 1131 SF X 3 VA/SF 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 80DO VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 0 VA 0.0 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.4 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.4 KVA X 40 % 7.0 KVA HVAC 9.2 * KVA X 100 % 9.2 KVA N.E.C. 220-30 TOTAL 26.1 KVA VOLTAGE: 240/120 PHASE: 1 108.9 AMPS *(8.OKIN X.65)+0.7KW+2.9KW+.38KW=9.2KW. THE WOODLANDS OF COLLEGE STATION COLLEGE STATION BRAZOS COUNTY, TEXAS REFERENCE DWG: SCALE: INfT FLOOR PLANS NTS PROJECT NO.: DATE 0510399 do 02-05-07 0610115 REVISION: -- COPYRIGHT © 2005 JORDAN do SKALA ENGINEERS INC. SKE=3 SCHEDULE -SPLIT SYSTEM A.C.UNIT (AIR TO AIR HEAT PUMP) 0510399 WOODLANDS COLLEGE STATION PH I MODEL No TOTAL MAX MBH MBH MIN MIN MIN K W TAG LOCATION (AHU/ACU) CFM FAN ESP TOT SEN SEER INT. HSPF HEAT ACCESS. HP COOL COOL HEAT (MIN ) AC-2BR MIDDLE UNIT FFIE024/213RO24 800 1 1 /5 4° 22.6 166 130 14.0 7 7 8 0 -1.2 3 4 5 7.8.10, END UNIT FF I E030/213RO30 1000 1/3 .4 28.2 1 20.9 13 0 17.1 7 7 7._. 8.0 8.0 - 1 2 3.4.5.7.8 10. 2 3.4.5 7 8 10. AC-3BR ALL UNITS FFIE030/213RO30 1000 1 /3 .4" 28.2 20.9 13 0 17.1 AC-TH 1 MIDDLE UNIT FA4CO30/213RO30 1000 1 /3 4" 28.2 209 13 0 17 1 7.7 8.0 .' 1.3.4 5 7 8 10.11 END UNIT FA4CO36/213RO36 1200 1 /3 4" 34.2 24.8 13 0 23 6 7., 8.0 345 7 8 10 11 kl'.3,4.5.7.8.10 AC-TH2 MIDDLE UNIT FA4CO30/213RO30 1000 1/3 4" 28 2 209 13 0 17.1 7." 8.0 11 END UNIT FA4C036/213R036 1200 1 /3 .4„ 34.2 248 13.0 23 6 7; 7 8.0 3.4 5 7.8.10 11 AC-B1 ALL UNITS FFiE024/213R024 800 1/5 4 22.6 16.6 13.0 14.0 7 7' - 8.0 :.2345.7.810 AC-D1 ALL UNITS FF1E036/213R036 1200 1/3 .4 34.2 24.8 13.0 23.6 77 = 80 I"1.2345.7.8.10. NOTES A COOLING CAPACITY BASED ON 80 DEG F, db/67 DEG F, wb INDOOR ENTERING AIR TEMPERATURE AND 95/67 DEG F db/wb ENTERING OUTDOOR UNIT. B HEATING CAPACITY BASED ON 70 DEC. F, db INDOOR ENTERING AIR TEMPERATURE AND 17 DEG,F. wb AIR ENTERING OUTDOOR UNIT. C EQUIPMENT SELECTED IS BASED ON 13 00 SEER EFFICIENCIES DUE TO CHANGE IN FEDERAL LAW. EFFECTIVE JANUARY 2006 ALL NEW EQUIPMENT MANUFACTURED IS TO BE 13 00 SEER CONTRACTOR TO PROVIDE EQUIPMENT SPACE AND MINIMUM CLEARANCES BASED ON 13.00 SEER EQUIPMENT 10 00 SEER EQUIPMENT MAY BE SUBSTITUTED BY THE MECHANICAL CONTRACTOR IF AVAILABLE; CONSULT WITH MANUFACTURERS/SUPPLIERS FOR EXACT DEADLINES ON EQUIPMENT ORDERING AND AVAILABILITY. ACCESSORIES. 1. HEAT -COOL -AUTO THERMOSTAT & SUBBASE 5, FACTORY INSTALLED ELECTRIC HEAT WITH 8. DISCONNECT SWITCH FOR EACH AHV AND HEAT PUMP 2 RETURN GRILLE / ACCESS PANEL THERMAL OVERLOADS, SINGLE POINT POWER CONNECTION PROVIDED BY AND INSTALLED 8Y DIV 16 3. FILTER SECTION a AIR HANDLING UNIT/CONDENSING UNIT 6. CRANKCASE HEATER. 9 LOW AMBIENT OPERATION KIT INTERLOCK 7. COMPRESSOR ANTI -RECYCLE CONTROLS 10 PROVIDE LONG LINE REFRIGERANT SET AS REQUIRED 11 PROVIDE INSULATED DUCTED R/A. SELECTIONS ARE BASED ON PRODUCTS BY : BRYANT EQUAL PRODUCTS: TRANE, CARRIER, JANITROL 0 F C, G L SKALA 'Q 773d 1 ¢% 4 W ARaurEclueE . nrr�oRs ....... OFF C7ST4 Jordan & Skala Engineers, Inc. 73 Project Number • No. 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093-2250 PHONE (770)447-5547 FAX (770)448-0262 11 EMAIL Ise@lordanskolo com THE WOODLANDS OF COLLEGE STATION COLLEGE STATION BRAZOS COUNTY, TEXAS REFERENCE DWG: SCALE MO NTS PROJECT NO DATE. 0510399 & 02-05-07 0610115 REVISION -- COPYRIGHT © 2005 JORDAN & SKALA ENGINEERS INC SKM-1 SCHEDULE -SPLIT SYSTEM A.C.UNIT (AIR TO AIR HEAT PUMP) �0610115 WOODLANDS COLLEGE STATION PH II MODEL No TOTAL MAX. MBH MBH MIN MIN MIN. K W TAG LOCATION (AHU/ACU) CFM FAN ESP TOT. SEN SEER INT HSPF HEAT ACCESS HP COOL COOL HEAT (MIN ) AC-2BR MIDDLE UNIT FF1E024/213R024 800 1 /5 .4" 22 6 16 6 13 0 14.0 7.7 8.0 1.2 3 4 5.7.8.10 END UNIT FFIE030/213RO30 1000 1 /3 4" 1 2R 2 gn q 13.0 1 17.1 7.7 1 80 1 2 3 4 5 7.8 10 AC-38R ALL UNITS FFIE030/213RO30 1000 1 /3 4" 28.2 20.9 13.D 17.1 7 8.0 .2.3 4 5.7.8.10. AC-TH 1 MIDDLE UNIT FA4CO30/213RO30 1000 1 /3 .4" 28.2 20.9 13.0 17.1 7.7- 8.0 .1 3 4 5.7 8 10 11 END UNIT FA4CO36/213RO36 1200 1 /3 .4,. 34.2 24 8 130 23.6 7 . 8 0 3 4.5.7..8 10.11 AC-TH2 MIDDLE UNIT FA4CO30/213RO30 1000 1 /3 .4., 28.2 20.9 13 0 17.1 7 ,/ 8.0 1,1 3 4.5.7.8 10 11 END UNIT FA4CO36/213RO36 1200 1 /3 .4" 34.2 24.8 130 23.6 77 8 0 , .3.4 5 7 8.10 11 AC-B1 ALL UNITS FFIE024/213RO24 800 1 /5 •4" 22 6 16 6 13.0 140 7 i' 8.0 7.7 8.0 _1 2 3 4 5 7 8 10 ,1 2 3 4 5 7 8.10 AC-D 1 ALL UNITS FF1 E036/213RO36 1200 1 /3 4" 34 2 248 1 3 0 23.6 NOTES A. COOLING CAPACITY BASED ON 80 DEG F, db/67 DEG F, wb INDOOR ENTERING AIR TEMPERATURE AND 95/67 DEG. F db/wb ENTERING OUTDOOR UNIT B HEATING CAPACITY BASED ON 70 DEC. F, db INDOOR ENTERING AIR TEMPERATURE AND 17 DEG,F. wb AIR ENTERING OUTDOOR UNIT C EQUIPMENT SELECTED IS BASED ON 13.00 SEER EFFICIENCIES DUE TO CHANGE IN FEDERAL LAW. EFFECTIVE JANUARY 2006 ALL NEW EQUIPMENT MANUFACTURED IS TO BE 13 00 SEER CONTRACTOR TO PROVIDE EQUIPMENT SPACE AND MINIMUM CLEARANCES BASED ON 1300 SEER EQUIPMENT. 10.00 SEER EQUIPMENT MAY BE SUBSTITUTED BY THE MECHANICAL CONTRACTOR IF AVAILABLE, CONSULT WITH MANUFACTURERS/SUPPLIERS FOR EXACT DEADLINES ON EQUIPMENT ORDERING AND AVAILABILITY. ACCESSORIES. 1. HEAT -COOL -AUTO THERMOSTAT & SUBBASE 5. FACTORY INSTALLED ELECTRIC HEAT WITH 8 DISCONNECT SWITCH FOR EACH AHU AND HEAT PUMP 2. RETURN GRILLE / ACCESS PANEL. THERMAL OVERLOADS, SINGLE POINT POWER PROVIDED BY AND INSTALLED BY DIV 16 CONNECTION 3. FILTER SECTION. 4 AIR HANDLING UNIT/CONDENSING UNIT 6. CRANKCASE HEATER 9• LOW AMBIENT OPERATION KIT INTERLOCK 7- COMPRESSOR ANTI -RECYCLE CONTROLS. 10. PROVIDE LONG LINE REFRIGERANT SET AS REQUIRED 11 PROVIDE INSULATED DUCTED R/A SELECTIONS ARE BASED ON PRODUCTS BY . BRYANT EQUAL PRODUCTS: TRANE, CARRIER, JANITROL G AL SKALA i � '• 773 6^..�i 1- �vk' weartecnn� + u► oes .00 GIST .0 .....,....,. • 36311 Jordan & Skala Engineers, Inc. Project Number - No. 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093-2250 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse@lordonskolo com THE WOODLANDS OF COLLEGE STATION COLLEGE STATION BRAZOS COUNTY, TEXAS REFERENCE DWG. SCALE. MO NTS PROJECT NO. DATE 0510399 & 02-05-07 0610115 REVISION -- COPYRIGHT 0 2005 JORDAN & SKALA ENGINEERS INC SKM-2 Page 1 of 4 Joseph Johnson From: Tommy Mulkey Sent: Monday, February 26, 2007 11:10 AM To: Joseph Johnson Subject: FW: Woodlands of College Station.2 - Dovetail Tommy Mulkey Dovetail Builders T H E DOVETAIL C 0 M P A N 1 .ES (. lb S r° r F V t I (: a r ,x r :, 1 % 0 h f A I U DeRWA1L ylrtIIT.12t ks. SIR^ ;t,t-" b"ttull 11116ONOW. LLC V.Uklo 'sut iBVi� !§T•ltGl ►iY Al1� vxwt t, �w•.hvs .s�ltsmr++�h 1.*x. cc:+w notice- This c-rud (including allachnicnls) tx covered by the Fleclronic COniMUT11MUNIS 1'nvacy 1e1. 10 C.S.C. 25U1-3S21, I, eontidential and inae he !es;alk hrn•dy;ul If you nre not rhr tnlcnJcd nleylirrit, y,m are Iicrvby norlficd that any retention, dtsseminalton. dixtrthutton, or c(ip of thiJ communiratlon Is strtctlY ()VOduhnod. Plaasu rclih to the ,crider Ihst y.,u lei%, rrron•cd rhr mra.igu in moor aml thou deloto it. 'Thank you. From: jack [mailto:jack@schaffermech.com] Sent: Thursday, January 11, 2007 10:03 AM To: Tommy Mulkey Subject: Woodlands of College Station.2 - Dovetail November 10, 2006 Dovetail Builders, Inc. 1550 Timothy Road, Suite 201 Athens, Georgia 30606 Attention: Mr. Tommy Mulkey Re: Woodlands of College Station Gentlemen: We are pleased to submit our proposal for the installation of HVAC systems in the subject project, using individual split systems for each apartment with condensing units located on the ground. We will furnish: 2/27/2007 Page 2 of 4 312 systems, using Goodman 13 SEER high efficiency heat pump units and air handlers with electric heat as per the attached sheet. Ductwork to be 1" fiberglass ductboard and flex ducts per plans and specifications. All low voltage wiring and refrigerant piping with armaflex. 312 — dryer vents to the outside. 914 — 3" bath vents to the exterior. 392— pre -painted access doors to air handlers and fire dampers. 2872 — Fire dampers, per plans. 914 — 50 cfm bath exhaust fans. Float switches for each air handler. Fire caulking, as necessary. Thermostats. (programmable in common areas) Metal supply and return grills. Sales tax and permits. Setting, starting, adjusting and five year guarantee on all parts by Goodman, one year labor. Others to furnish: All electric power wiring, 230/l/60. Drain connection within each air handler closet (traps and risers to be installed by plumbing contractor). Platforms and plenums for air handlers and return air. All cutting, painting, patching, furring and any polyseal on exteriors, including copper penetrations and wall vent cap penetrations Page 2 November 10, 2006 Re: Woodlands of College Station Others to furnish continued: Code approved access platforms and work area per code. Bathroom and kitchen exhaust fans. Electrical disconnects on all equipment. Blocking out for air handlers behind sheetrock plenums. Waterproofing of all exterior HVAC penetrations. We will furnish this system at a cost of ONE MILLION ONE HUNDRED FIFTY THOUSAND FOUR HUNDRED DOLLARS ($1,150,400.00). Notes: If a Goodman match system of air handlers and condensing units is accepted Goodman will rebate approximately $8,300.00 to Schaffer Mechanical, Inc. Assuring you a well installed system, we remain 2/27/2007 Page 3 of 4 Very truly yours, Jack L. Schaffer SCHAFFER MECHANICAL, INC. WOODLANDS OF COLLEGE STATION TYPE QUANTITY CONDENSING UNITS AIR HANDLERS HEAT TONS CFM KW 2B END 16 2.5 1000 10 2B MID 22 2.0 800 8 3B 50 2.5 1000 10 2TH END 26 3.0 1200 10 2/27/2007 Page 4 of 4 2TH MID 62 2.5 1000 10 3TH END 26 3.0 1200 10 3TH MID 62 2.5 1000 10 2B GARDEN 16 2.0 800 8 4B GARDEN 32 3.0 1200 10 TOTAL — 312 2/27/2007 Page 1 of 1 Joseph Johnson From: Tommy Mulkey Sent: Monday, February 26, 2007 11:10 AM To: Joseph Johnson Subject: FW: Woodlands of College Station.2 - Dovetail WOODLANDS OF COLLEGE STATION TYPE QUANTITY CONDENSING UNITS AIR HANDLERS HEAT TONS CFM KW 2B END 16 2.5 1000 10 2B MID 22 2.0 800 8 3B 50 2.5 1000 10 2TH END 26 3.0 1200 10 2TH MID 62 2.5 1000 10 3TH END 26 3.0 1200 10 3TH MID 62 2.5 1000 10 2B GARDEN 16 2.0 800 8 4B GARDEN 32 3.0 1200 10 2/27/2007 (WOODLANDS-28TB--- The Woodlands College Station, TX -1AC1) N Top chord 4x2 SP i2 got chord 4x2 SP S2 Webs 4x2 SP #3 THIS DRAWING IS FOR REPAIR INFORMATION ONLY OF A PREVIOUSLY ENGINEERED DESIGN. SEE ORIGINAL DRAWING FOR TRUSS DESIGN AND INFORMATION NOT SHOWN ON THIS DRAWING. THIS DWO PREPARED FROM COMPUTEN INPUT (LOADS A DIMENSIONS) SURMITT-„ SY TRUSS MFN. REPAIR FOR 1"12" NOTCH IN TOP CHORD 2' FROM RIGHT END SCAB AS SHOWN. (A) 2X4 SCAB, SP #2 OR BETTER. ATTACH TO ONE SIDE OF TRUSS UNIT WITH - 2 ROWS OF 10d BOX/GUN NAILS (0.128" X 3.0") 0 3" O.C. STAGGERED. 5-4-8 17.5" 5-4-8 214X4' SCAB ONE SIDE 1"X2" NOTCH a 1- -0 2-2-8 Over 2 Supports R-754 W-3.5" (1.5" min.) R=769 (J) Design Crit: TPI-2002(STD) PLT cq��T: OF �, TYP. WAVE C RTc1.1O(1-25)/1O(0) 7.2 'Lf. 10 ••M �!N::.�i•• T% w* RERW RE Emwt CAN IN PARN/CATION, NAND LING. 01"I A*, INGIALLIM AND INUING. "m TO WI (MUIM CONNNaNT W[Tr IMNNKATwID, POLIY M TPI (TRIMS PLAn 1wTITUTE, 211 :.R, 1 * . • ii /TAX/-/1/-/-/R/- TV LL 4D.0 PSF NORM La Win 311, ALEEA"*1A, VA, 22210 AID N1CA (A & M55 COUNCIL M A=ICA, G-O. •. •• •f N.i.. Dnn NISE LANK. NINN, Nl GIT1-) rC, 2A,, .RACTNtw FBI. M .uralww 1 lF-CTINw. L11L[NN oTNRIalw Iwr NPICAM Too C W NN "we w P.oRLr-TTACAm m11RNYL PANKL. AM TC DL 18.0 PSF MTT01 cif" N NANK A PR.Pa<r AWACNn RIGID CRILINL --1NF:RT%Nr—rWNI6N A COPY Dr nl. oRII.N To TIN IaRALAAILON C*WnmTM. )n "lL-Iw CO oNOIn •. P-NR•-It 836., .4 -Y BC DL 5.0 PSF ALPINE IIW�N-RCE -ITMALL N "11 DMNI'A.A-19i-i,R NANNIINNAJff ,rWPPIN), FICIN INSTALLLLIN A 1IArCIN DPI nrwn TO """ MINN.Co"N" ONFORM"'A" -AlN AP.1ACxu PADVI-low or wN (wnONAL xNN)N Awr .r AI.-) r.1. ALP1NK �,(, : { Q .� ,G`� BC LL 0.0 PSF Cur= PLATE. AN NA.[ OF 1N-A h, w../a) ANTI Aw] aRAw wiw CO. N/N,.N1 G STEEL. YILr runty n aAON rAca or nWN Aw, unLau eTNm11a INCATw x T)11. ��1�••���+• {1VVVl CFr111R--_ TOT.LD. 63.0 PSF NKUNN, roGInNN ►R wnwa 11oA.E. FEN o ANY IRNPUTIM Nr Pun. 1-L1pm NT 0) NNALL.E .Y —n Al N TPI1- — NEG.2. A -GL on TNI. lTW8uUding Components Group, Inc. N-AGINK m1CAn. ACCV-9 -r PWffwf- u awl-mlw EUMBIMILIn wunr rx T" Ten. COMo1N-r Earth City, MO 63045 .OINN WON-. TIN •YITANILI" AND WE or n11 WM INior won An WILDIw 15 Tt MMUIBILITr NP Tiff .U1LGIw DVI.m PER Awl/ 11 1 ... I. Jan 2A I07 DUR.FAC. SPACING 1.00 24.0" Scale o.625"/Ft. REF R6822- 47020 DATE 01/24/07 DRW M0US1t6N22 07024032 MO-ENG FK/FK SEQN- 127137 JREF- 1T4A6822ZO2 PDF created with pdfFactory Pro trial version www.t)dffactory.com Beniamin McCfartv - Text.htm Page 1 S'z � �' 4- Colltor,% Good afternoon! Sorry for the delay in getting this to you. Attached is the staff report for the final plat that P&Z approved on February 2, 2006. It looks like the required parkland dedication for your development was 4.36 acres, with 3.78 being dedicated. The cash value of the remaining dedication required is $11,600. The Development Fee is $159,140 bringing the total due to $170,740. The parkland dedication fee in the amount of $11,600 will be due at the time of the first building permit. In addition, the Park Development Fee of $292 per unit will be due as each unit is permitted. If you have any questions regarding any of the parkland dedication requirements, please let me know. Thanks! Bridgette George '04 Development Coordinator CITY OF COLLEGE STATION Planning & Development Services *Building a Better Community with You* www.cstx.gov Ben amin McCart- Text.htm f (-pH Good afternoon! Sorry for the delay in getting this to you. Attached is the staff report for the final plat that P&Z approved on February 2, 2006. It looks like the required parkland dedication for your development was 4.36 acres, with 3.78 being dedicated. The cash value of the remaining dedication required is $11,600. The Development Fee is $159,140 bringing the total due to $170,740. The parkland dedication fee in the amount of $11,600 will be due at the time of the first building permit. In addition, the Park Development Fee of $292 per unit will be due as each unit is permitted. If you have any questions regarding any of the parkland dedication requirements, please let me know. Thanks! Bridgette George'04 Development Coordinator CITY OF COLLEGE STATION Planning & Development Services *Building a Better Community with You* www.cstx.gov *- -- -Z k Jerry W. Baker ' Superintendent I i The Woodlands of College Station Dovetail Builders 1 Job Office: 979 694-1294 — FAQ{: 979 764-1374 Mobile: 832, 347-2883 Email: jbaker@woodiandsofcollegestation.com s r H E, DOVETAIL DEVELOPMENT, LLC THE DOVETAIL COMPANIES D OV E TA I L DOVETAIL BUILDERS, INC 1550 Timothy Road DOVETAIL MANAGEMENT, LLC SUIt(' 201 DOVETAIL RESOURCES, LLC Athens, GA 30606 C O M P A N I E S DOVETAIL EQUIPMENT RENTAL CO CUNCI IVE CRI.A I I I SUS I'AI N June 9, 2003 Chris Haver City of College Station PO Box 9960 College Station, TX 77842 Chris, (706) 357-9100 PHONE (706) 357 9101 FAx WEB Www- hodo:CladCorn DdnlC:i coo Attached are building permit applications for the remaining multi -family buildings and clubhouse shown on the enclosed site plan. Applications for the cottages will follow in a few weeks. Please let me know if you need anything else from our office to conduct your plan review. My cell number is 706.215.4881. Thank you, Joseph M. Johnson 35'S}" 9'-10}' 13'-V 12'-3}' B STORAGE MECH B R OV ® 2 SECOND F lll,c-z 1 Ill-l"' 1 FIRST FLO \11L: 1 1/1 --1'-0' NOTES NOTES LEGEND - ALL RATED DOORS, FRAMES, AND HARDWARE TO BE LISTED AND RATED ALL SWITCHES, RECEPTACLES AND THERMOSTATS SHALL BE '/J:7J1l1„"Il, 2.6 KNEE WALL (SEE DETAIL) MOUNTED NO HIGHER THAN 48- & NO LOWER THAN 15" - ALL WINDOWS WITHIN 2'-0"OF ANY DOOR MUST BE TEMPERED FULL HEIGHT 216 WALL ALL SWITCHES, RECPTACLES AND THERMOSTATS SHALL BE MOUNTED NO HIGHER THAN 44" INTERIOR TRIM PACKAGE - SEE SHEET HC-1 1 FOR DETAILS, ADAPTABILITY REQUIREMENTS 6 GRAB BAR BLOCKING AFF WHEN OVER AN OVERHANGING COUNTERTOP DETAILS ® ELECTRICAL PANEL BOX -ALL INTERIOR AND EXTERIOR SURFACES AT ALL DOORS SHALL BE FLUSH - HC THRESHOLD - 2.6 BLOCKING SHALL BE INSTALLED IN WALLS FOR MOUNTING OF ALL TOWEL BARS, TOILET @ ALL GROUND FLOOR DOORS LOAD BEARING WALL TISSUE HOLDERS & ACCESORIES L6 OZ Z A 10 O O W W z �� wv `U) W W J �N N ~ t� 0 � PFi CIA F I NOTES II-C-- - PERMIT lO4-19-Od PROGRESS SET nR/l N H r FIIF IIwF C2-Ldwg R FLOOR PLAN C-2.1 PFIFA— F- C�u,bhOUSAE'/ •-II -- I I Illlli II � a GRAPHIC SCALE e I` p FL PAVERp • ( IN FEET) 1 Inch - 100 it ZZ �.- v • I T- F I I me I �STANBAR9-9. -PAVEMENTS © t T , _ I � .mom•=. '- �\11NS _ - e, I r� SEE SHEET C—X FOR TRAFFIC CONTROL DETAIL r Ix- � � I U W➢5 LV YALa 3�F ' 'B" \ I U x / ' E5 S Rm snsE rAT0F0 ax Nmc sfrArt MIII 4- MMIE LOT DESIGNATED aEC sms 10KW, PID,MRID F.%Am TOY�,INT_IOIE- C,2 I AA PARKING =-'� SERIE= 11 ONLY 1 2- c SERIES x I/x- FIRE LANE MARKING C rL - -- -��-- FLPAVER r ----% — / �� NDARD-BBTV-PAV£MENT•� - / �- (a PJTYPAMB�ENF•"r'- - -� Y cc m Ala ` Not Iw WCIMn p p wrv•� 3 g- !�� r / � l:.. Fi F•tf5 0 . S a O OEw- ENTRANCE TO HARVEY MITCHELL Y--i rTl U O PKWY HAS BEEN SUBMITTED TO W z TXDOT FOR DRIVEWAY PERMIT O Q APPROVAL. FINAL LOCATION OF DRIVE CONNECT TO BE DETERMINED O oQu / V �a NOTE V f SEE LANDSCAPE PLANS FOR SPECIFIC FIRE LANE PAVER MATERIALS AND SPECIFICATIONS Q r FIRE LANE SIGN & MARKING / \ 1-1 2- DUTY PAVEMENT N.T.S. HEAVY N \ 2-I/x' HEAVT DUTY PAVEMENT >- S' LK71T DUTY PAVEMENT Tr i- HEAVY DUTY PAVEMENT �- �aON��hD BASE (COOS BETTER)PEC OR < m' m Y � o p LIME TREATED BEYOND V OR {' nNAC BASE (COGS 306 TYPE B) p iF t EXTENDING Ix- BEYOND BACK >. Z B; 11ME TREATED SUBCRADE COMPACT O 5 `i OF CURB COMPACT TO 95S � V ` \ ' STANDARD PROCTOR DENSItt - BEYOND BACK OF CURB TY (ASCT TO 98) C o (ASTN D-69E) STANDARD PROCTOR DENSITY (ASTM D-!9D) V, ` � � y' c'II�r R�r1.fj v - SHEET; TYPICAL CONCRETE PAVEMENT SECTIONS TYPICAL ASPHALT PAVEMENT SECTIONS SCALE NONE SCALE: NONE " r — 6 �a FedEx Ship Manager I Label 7921 2238 6538 4i l From" ,Origin ID: (706)357-9100 Tania Green FKI&z. Dovetail Builders, LLC EqX_ Timothy Road Suite201 Athens, GA 30606 [E] c13.22..I n SHIPTO: (979)764-3570 BILL SENDER Chris Haver City of College Station 1101 Texas Avenue College Station, TX 77840 Ship Date: 09JUN06 ActWg1:1 LB System#. 578799111 N ET2400 Account#: S ... " -- PCtr Delivery Address Bar Code STANDARD OVERNIGHT TRK# 7921 2238 6538 FO 0�1 Page 1 of 1 MON Deliver By: 12JUN06 IAH AA 7 7840 Tx Us XH CLLA 11 1 111111 1111111111111111111111 Shipping Label: Your shipment is complete 1. Use the 'Print'feature from your browser to send this page to your laser or inkjet printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: Use only the printed original label for shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges, along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.com. FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non -delivery, misdelivery, or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely claim. Limitations found in the current FedEx Service Guide apply. Your right to recover from FedEx for any loss, including intrinsic value of the package, loss of sales, income interest, profit, attorney's fees, costs, and other forms of damage whether direct, incidental, consequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented loss. Maximum for items of extraordinary value is $500, e.g. jewelry, precious metals, negotiable instruments and other items listed in our Service Guide. Written claims must be filed within strict time limits, see current FedEx Service Guide. https://www.fedex.com/cgi-bin/ship_it/unity/5EfXw 1 IeRy8BcRy5DdYy3 EgUu5GbWt8Bj ... 6/9/2006 Transmittal: 4P Date: 8/�06 To: Mr. Ben McCarty Plans Examiner 1101 Texas Avenue South College Station, TX 77842 From: DOVETAIL BUILDERS Jerry W. Baker Mobile Phone: 706 215-2397 & 832-347-2883 1725 Harvey Mitchell Pkwy. Jobsite Office: 979 694-1294 College Station, TX 77840 Fax Number 979 764-1374 Dear Mr. McCarty I am delivering by hand herewith the Woodlands of College Station revised plans from Fred D. Geheber, AIA They are bound as 3 sets each of Phase I, Phase II and Amenities ( Club ) with Nelson's letter of August 18, 2006 addressing responses to your earlier comments. T)-- of j Sincerely, Jerry Baker +/,� Transmittal: 3d 4Z Date: 8W/06 To: Mr. Ben McCarty Plans Examiner 1101 Texas Avenue South College Station, TX 77842 From: DOVETAIL BUILDERS Jerry W. Baker Mobile Phone: 706 215-2397 & 832-347-2883 1725 Harvey Mitchell Pkwy. Jobsite Office: 979 694-1294 College Station, TX 77840 Fax Number 979 764-1374 Dear Mr. McCarty I am delivering by hand herewith the Woodlands of College Station revised plans from Fred D. Geheber, AIA They are bound as 3 sets each of Phase I, Phase II and Amenities ( Club ) with Nelson's letter of August 18, 2006 addressing responses to your earlier comments. 7? Sincerely, Jerry Baker 4i�� of ---F Transmittal: Date: 8�06 To: Mr. Ben McCarty Plans Examiner 1101 Texas Avenue South College Station, TX 77842 From: DOVETAIL BUILDERS Jerry W. Baker Mobile Phone: 706 215-2397 & 832-347-2883 1725 Harvey Mitchell Pkwy. Jobsite Office: 979 694-1294 College Station, TX 77840 Fax Number 979 764-1374 Dear Mr. McCarty I am delivering by hand herewith the Woodlands of College Station revised plans from Fred D. Geheber, AIA They are bound as 3 sets each of Phase I, Phase II and Amenities ( Club ) with Nelson's letter of August 18, 2006 addressing responses to your earlier comments. r Amoy, z 6 &v -d / of 3 Sincerely, Jerry Baker 1P >