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HomeMy WebLinkAboutRES2006-03605Ohm- 34am PREPARED 4/09/07, 7:22:44 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 4/09/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4112 TIFFANY TRL SUBDIV: SHENANDOAH PH 19 CONTRACTOR ED FROEHLING BUILDERS PHONE (979) 776-8266 OWNER ED FROEHLING BUILDER INC PHONE PARCEL 569500-1950-0030 APPL NUMBER: 06-00003605 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 1/19/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 1/19/07 AP January 19, 2007 9:23:41 AM ncochran. O1/19/2007 03:43 PM RH PDA Strings up, slab ground installed. Raise beam steel up away from plumbing pipes. B115 01 3/09/07 JGM BLDG, FRAMING TIME: 17:00 3/09/07 AE March 6, 2007 4:08:36 PM ncochran. Sheetrock Fireplace Chase, Firestopping 03/09/2007 02:43 PM JGM PDA need to draftsop a/c chases B130 01 3/13/07 JGM BLDG, INSULATION TIME: 17:00 3/13/07 AP March 13, 2007 8:06:34 AM ncochran. B,32 �2 .'Ol 4/09 h 0 BI BLDG, FINAL TIME: 17:00 April 5, 2007 9:18:11 AM glsouth. t ----------------------------------- CONTINUED ONTO NEXT PAGE--------------------------- c �rr��2j;ar• IS (4/13/2007) Kim Wolfe - Fwd: Re: Calling for C.O. 4112 Tiffany Trl. Page 1 From: Kim Wolfe To: Terry Boriskie Date: 4/13/2007 12:00 PM Subject: Fwd: Re: Calling for C.O. 4112 Tiffany TH. Attachments: Re: Calling for C.O. 4112 Tiffany TH. I let Sandy know when she called.......: Date: 4/9/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 3605 Address: 4112 TIFFANY TRL Insp. Inspection Type Code Status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC 01/19/2007 03:43 PM RH PDA B100 BLDG, FOUNDATION -SLAB IC Strings up, slab ground installed. Raise beam steel up B100 BLDG, FOUNDATION -SLAB IC away from plumbing pipes. B115 BLDG, FRAMING IC Sheetrock Fireplace Chase, Firestopping B115 BLDG, FRAMING IC 03/09/2007 02:43 PM JGM PDA B115 BLDG, FRAMING IC need to draftsop a/c chases Page 1 WF0857139 / 001 City of Cclege►Station PAGE 1 REQ. DATE: 12/14/06 12/14/06 15:28:23 LOCATION: 4112 TIFFANY TRL LOC ID: 204758 REQUESTOR: ED FROEHLING BUILDER, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT 4" SWR TAP 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/14/06 SCHED COMPLETION: 12/14/06 JOB ORDER RESULT COMMENTS City of College Station 1101 TEXAS- -AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 4/13/07 Parcel Number 569500-1950-0030 Property Address 4112 TIFFANY TRL COLLEGE STATION TX 77845 Subdivision Name . . . SHENANDOAH PH 19 Legal Description SHENANDOAH #19, BLOCK 50, LOT 3 Property Zoning SINGLE FAMILY RESIDENTIAL Owner . . . . . . . . . ED FROEHLING BUILDER INC Contractor . . . . . . ED FROEHLING BUILDERS 979 776-8266 Application number 06-0000360S 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Approved . . . . . . . Buil ng Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 0 Apr, 25, 2007 9:34AM—McClure & Browne Eng/Surveying, No. 2780 P. 2 /d/cC�UREBBR�YdiEOYGYNEER/NCT/SURIFY/NG,/NC•>ODBid'vaosfOiit�.SriiYefO3•Co/%ge.SYadczn 7sra�sTlBoCf•/97yj693,7�tiB Lot 03 Block 50Arg 413.32'to(L of Soehem Plantation Dr. \,..•' Lot 4 \ Now W rm Faerly Ed Fmehlryy�.qq der, hit. It -\ Vol. 7343,eu9Pg. 101 f v �V � a Lot 3 1 Block 50 0.3:3•J Aciw (4 a NoU: Buiklag Setback lira Per of Co9age Statlon Unified ( O cV \ Developmem OrWnancs /2617 - 20' P.0 E a �! ❑� Y N tat e 44VK)W & W — 74 3X I state: t" = 30' — — N — ---- -- I I ov o Nr Fom'rorly Ed Froehlkry 6uader. Inc. VoL 7343, Pg. 101 LEM0 Q — t/2' Iron Rod Found B.SL — BuildNg SefJwck Line FF. — Flniahad Floor Elevation E.T. — EhwMeal TrWW0 rrer KOA — Name Owners Awaciatl !_Y/RW TABLE PubFlo UOl>g1 Eaeamen! — - ........ (rdkatee perP distance CURVE DELTA ` RADIUS 1FN674 CHORD. eRG. from PFmweroperty lint to Stab C1 5707,39, SD.00' 46�A9' N 0735Tr E —//— — Wood Elevotlon a m nhvti= of V above the base flood. NOTE: 1. According to the Title Commitment Identified below. We property in 'Subject to the following: d. Restrictive Covenants recorded in Volume 643. Page 316, Volume 840, Pogo 499. Volume 4560 and Page 177, and Volume 7679. Page 74, Official Records of Brazos Courtly. Texas. b. Right—of_Way Easement from P. L Barron at ux to The City of Bryan, dated September 15, 1937. recorded in Volume 98. Page o 18. Deed Records signature of Survey r red ink 2. Survey is valid only print has +t9nal � an 3. The bearing system and actual measured distance to the monuments are coneletertt with the recorded plat in Volume 7343, Page 101. official Records of Brazos County, Texas. Being all that certain lot, tract or parcel of land WS and being situated In Brozoa County, a� acco�� Throe 3), Block Fifty (50). SHENANDOAK PHASE 19. an addition tlo the City of College to plat recorded in . Volume 73". Page 101. Official Records of Brazos County, Texas. L Kevin R. McClure. Registered Professional Land Surveyor No. 5550. State of Texas, do hereby certify to the freer of my knowledge, information and belief. and in my professional opinion, that the above survey is true and correct and agrees with a survey made on the ground inkier my supervision on April 4, 2007. There are no visible encroachments other than those shown hereon. According to the Rood Insuranoe Rate Maps for Brazos County. Texas and Incorporated Areas. Revised Map Number 48NIOD205 D. etfecbbe February 9. 2000- this Property is located in an "Other Areas Zone X' debwn-Jmed to be outside the 500—year ftoodploln. Proposed Borrower. ALLEN HARRISON and wife, LANA HARRISON This survey was prepared with the assistance of BRAZOS COUNTY ABSTRACT COMPANY Title Commitment GF J: 145231. affective February 1. 2007. 0&- 3(,o-o5 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Edward Froehling Builders, Inc. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 4112 Tiffany Trail City College Station State TX ZIP Code77845 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3, Block 50, Shenandoah, Phase 19 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 30.3400 Long.-96.1615 Horizontal Datum: ® NAD 1927 ❑ NAD 19830 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State College Station 480083 1 Brazos Texas B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 48041 CO201 D 07/02/92 02/09/2000 Zone X 282.5 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments See Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 285.45 ® feet ❑ meters (Puerto Rico only) NLA ❑ feet ❑ meters (Puerto Rico only) NLA ❑ feet ❑ meters (Puerto Rico only) 285.45 ® feet ❑ meters (Puerto Rico only) N/A ❑ feet ❑ meters (Puerto Rico only) 283.3 ® feet ❑ meters (Puerto Rico only) 284.3 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name Kevin R. McClure License Number 5650 President - Surveying Company Name McClure & Browne Engineering/Surveying, Inc. Address 1008 Woodcreek Drive City College Station State TX ZIP Code 77845 Signature Y - , / /Y / / Date 01/24/2007 Telephone (979) FEMA Form 81-31, February12006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 4112 Tiffany Trail City College Station StateTXZIP Code 77845 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments BENCHMARK: Chiseled square in S.W curbline of Windfree Dr. located 295.5' S.E. of the centerline of Southern Plantation Dr. Elevation = 283.18; THE ELEVATION SHOWN IN B.9 & ON THE PLAT FOR THIS LOT IS A MINIMUM OF 1' ABOVE THE CALCULATED BASE FLOOD & REPRESENTS THE LOWEST HABITABLE FLOOR ELEV. FOR THE LOT AS REQUIRED BY CITY OF C/S STORMWATER MGMT ORDINANCE. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment. servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name. Telephone Signature Date Comments .. ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions WF0867962 / 001 City of College Station PAGE 1 REQ. DATE: 01/23/07 01/23/07 14:50:39 LOCATION: 4112 TIFFANY TRL LOC ID: 204758 REQUESTOR: ED FROEHLING BUILDERS ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHEDiSTART: 01/23/07 SCHED COMPLETION: 01/23/07 JOB ORDER RESULT COWCENTS Y BUILDING, PERMIT CITY OF DOGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570` FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00003605 Date 12/14/06 Property Address . . . . . . 4112 TIFFANY TRL Property ID: 569500-1950-0030 R #: R304148 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . SHENANDOAH PH 19 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 162294 Owner Contractor ------------------------ ED FROEHLING BUILDER ------------------------ INC ED FROEHLING BUILDERS 3887 HIGH LONESOME 3887 HIGH LONESOME RD COLLEGE STATION TX 778459443 COLLEGE STATION TX 77845 (979) 776-8266 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 2459.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 3.00 NUMBER OF BEDROOMS 5.00 SEWER TYPE PUBLIC TAZ 422.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit Fee . . . . 649.00 Plan Check Fee .00 Issue Date . . . . 12/14/06 Valuation . . . . 162294 Expiration Date . . 6/12/07 Qty Unit Charge Per Extension BASE FEE 460.00 63.00 3.0000 THOU BLDG, VAL 100001-500000 189.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 2211 ------------------------------------------------- ------- - �.------- BUILDING DEPT REPRESENTATIVE - APPLICANT: -� BUILDING PERMIT CITY OF`COLL9GE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00003605 Page 2 Date 12/14/06 Special Notes and Comments X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. 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 SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION 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 THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP - --------------- ----- ---------------------------- ------ ---- ----- -------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF`COLLI�GE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00003605 Page 3 Date 12/14/06 Special Notes and Comments MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC 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 For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct _insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. 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. 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 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 ------------------------------------------------� ------ ---- - ---.r------ BUILDING DEPT REPRESENTATIVE: 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 . . . . . 06-0000360S Date 12/14/06 ---------------------------------------------------------------------------- Special Notes and Comments NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT.TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE 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 GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES Per COCS Ord. property close to Tributary A must be 1' above min. FF this one being 282.5' Narrow Wall Bracing Fully Sheathed with APA garage framing. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------------------------------- ----------------- Permit Fee Total 649.00 649.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1399.00 1399.00 .00 .00 --------------------------------- ----- --.- - ------ BUILDING DEPT REPRESENTATIVE: APPLICANT: ®r Al APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX CITY OF COLLEGE STATION WWW.CSTX.GOV pGmnini.d-DivlopiniiiiSimi, — For O cc, Use Only DATE: lyT I APPLICATION # TEMP POLE # ADDRESS/LOCATION: 41 I ,�L + tV7F{ J T t )�- LOT 3 /BLOCK E50 ' JUBDIVISION �E)ktAAk t►� d SEC/PH 19 BUSINESS/OWNER NAME: PHONE: tNc CONTRACTOR/HOMEOWNER: F-0 CI�Ei' IL.ttJC---� `�1tl.DPi PHONE: _7_7CO-0zZV(P CONTRACTOR ADDRESS: ELECTRICIAN: HVAC: JC­k B 4 f3 tC- PLUMBER: S ttJti Cw'Cr tve- tea/. _ GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION'' SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: PROPOSED USE: 1`4G L _P\ill l LV HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: 1W TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ op CO2 , 2-R4 `O® '� EAT A TOTAL AREA: 2-ffcco H_ : _2- (Cost of Labor and Materials) D PUBLIC SEWER SEPTIC/TREATMENT SYSTEM © SEWER TAP: IZE,, 21*'WATER TAP: 5 4 SIZE ❑ OTHER TAP: JILt ❑ TEMP POLE GARAGE TYPE: SINGLE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE: e>t2.1G V'_ FOUNDATION TYPE: cJt-A8 - C) ` .�� ROOF TYPE: DOUBLE EZ� TRIPLE ATTACHED ETACHED (�CARPORT SIGNATURE OF APPLICANT: �151 *If proposed work involves new Comm `cial construc ' or facade/improve commercial property, building elevations a re Official Use Only_ A , s - D( Plans Examiner L G 1�h p Zoning Official g.eqme YES or NO 17-b5C "v tj a «1z1l� is/renovations to an existing Fire Marshall � CoCS —� r Cl � fv 1 b l� e2,?2—S_ Al1W Energy Code Compliance Information % Glazing of exterior walls i Z •25�10� Insulation R value of exterior walls / Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) '�A / N Glazing SHGC L� C). Glazing U-Factor i R value of ductwork A/C SEER Rating 3 iF-F&A -Tp-j-.\� � SU' Ns 5ir, L:... rA Ati N 1j°,46-°ozizz", y Vi L aT G� PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# DATE: D�-.34yS F/.2-6---0d BUILDING ADDRESS: I. Foundation Requirements NA/OK A. Concrete minimum fc of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 6 mil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior unless over 60' Ion 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated NA/OK H. Framing: Floor, Wall, Ceiling and Roof Requirements NA/OK A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex NA/OK 1. One -hour rated extending to roof deck NA/OK E. Header sizes indicated on plans F. Emergency bedroom egress 1. Exit direct to outside 2. O enable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. O enable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Exterior wall covering indicated on plans 2. Sheathing indicated on plans 3. Moisture barrier indicated on plans J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans M. N. O. P. Span exceeding code tables must be engineered Rafter size and spacing and purlin bracing indicated. Roof covering used. Indicate Wall Bracing Used for Lateral Bracing i PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX II. Framing: Floor, Wall, Ceiling and Roof Requirements continued NA/OK P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations S. T. 18" Overhang allowed on zero lot line construction, perforated soffit allowed. Protected openings on walls < three feet from property line NA/OK III. Stairway Requirements NA/OK A. Stairway Details 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" diff. max. 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches above handrail 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located four or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four (4) inch sphere IV. Fireplace Requirements to be indicated onplans) NA/OK A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must extend at least three (3) feet higher than the highest point where it projects through the roof of a building & at least two (2) feet higher than any portion of the building within ten (10) feet horizontal { it. PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX V. Electrical Service Requirements NA/OK A. Electrical plan to include: 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location VI. Plumbing Requirements NA/OK A. Pressure reducing valve required when water pressure exceeds 80 psi B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements NA/OK A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements NA/OK A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 860 NA/OK Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NA/OK Maximum drive width for residence is 25' combined for circular 12' minimum Minimum 20 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NA/OK Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/OK Does not block any water course or divert any flow Elevation certificate needed NA/OK PLANS EXAMINER DATE Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.5 Release I Data filename: C:\Program Files\Check\REScheck\4112TF.rck TITLE: 4112 Tiffany Trail CITY: College Station STATE: Texas HDD: 1788 CONSTRUCTION TYPE: Single Family DATE: 11 /27/06 DATE OF PLANS: January 24, 2004 PROJECT INFORMATION: Home for Harrison's COMPANY INFORMATION: Ed Froehling Builder, Inc NOTES: Metcalf Plan COMPLIANCE: Passes Maximum UA = 867 Your Home UA = 656 24.3% Better Than Code (UA) Maximum SHGC = 0.40 Your SHGC = 0.37 Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1074 30.0 0.0 38 Ceiling 2: Flat Ceiling or Scissor Truss 1385 30.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 344 13.0 0.0 18 Window 1: Metal Frame:Double Pane with Low-E 84 0.640 54 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Front Projection factor: 0.09 Door 1: Solid 38 0.400 15 Wall 2: Wood Frame, 16" o.c. 300 13.0 0.0 23 Window 2: Metal Frame:Double Pane with Low-E 16 0.640 10 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Left Side Projection factor: 0.09 Wall 3: Wood Frame, 16" o.c. 351 13.0 0.0 21 Window 3: Metal Frame:Double Pane with Low-E 73 0.640 47 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Back Projection factor: 0.09 Door 2: Glass 18 0.580 10 SHGC: 0.78 Bldg. faces 0 deg. from North; Comp. orient.: Back Projection factor: 0.81 Wall 4: Wood Frame, 16" o.c. 316 13.0 0.0 24 Window 4: Metal Frame:Double Pane with Low-E 23 0.640 15 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Right Side Projection factor: 0.10 Wall 5: Wood Frame, 16" o.c. 336 13.0 0.0 24 Window 5: Metal Frame:Double Pane with Low-E 43 0.640 28 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Front Projection factor: 0.23 Wall 6: Wood Frame, 16" o.c. 319 13.0 0.0 25 Window 6: Metal Frame:Double Pane with Low-E 16 0.640 10 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Left Side Projection factor: 0.27 Wall 7: Wood Frame, 16" o.c. 336 13.0 0.0 26 Window 7: Metal Frame:Double Pane with Low-E 16 0.640 10 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Back Projection factor: 0.27 Wall 8: Wood Frame, 16" o.c. 319 13.0 0.0 22 Window 8: Metal Frame:Double Pane with Low-E 50 0.640 32 SHGC: 0.40 Bldg. faces 0 deg. from North; Comp. orient.: Right Side Projection factor: 0.27 Floor 1: Slab-On-Grade:Unheated 150 0.0 156 Insulation depth: 0.0' 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 2000 IECC requirements in REScheckVersion 3.5 Release I (formerly MECchec.� and to comply with the mandatory requirements listed in the RES checkInspecti st. Builder/Designer Date (� O�