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Home My WebLink AboutRES2007-03323, 07-3324� O"1-3323 0&1 - 3324 / IcV kti.oij Ceol4;caote 'gie City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . Expiration Date . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning Owner . . . . . . . . . Contractor . . . . . . 12/31/08 1/.k</09 6600L-0708-0100 2013 CAMPBELL CT COLLEGE STATION TX 77845 WILLIAMS CREEK PH 7 WILLIAMS CREEK PH 7 BLK 8 LOT 10 RURAL RESIDENTIAL SUB. L W L CONSTRUCTION, LLC 979 696-7474 9 Application number 07-00003323 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Special conditions . . %-z-" X. Need On -Site Sewage Facility Inspection Form from Brazos County Health Dept. Need permanent address block installment I,�-5j_og �' Need elevation certificate Approved . . . . . . . lding dfficial VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 12/23/08, 12:05:27 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/23/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2013 CAMPBELL CT SUBDIV: WILLIAMS CREEK PH 7 CONTRACTOR L W L CONSTRUCTION, LLC PHONE (979) 696-7474 OWNER . . PHONE PARCEL . . 660050-0708-0100 APPL NUMBER: 07-00003323 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 1/23/08 OC BLDG, FOUNDATION -SLAB TIME: 17:00 1/23/08 AP January 22, 2008 12:03:27 PM glsouth. CARTON FORMS AND FIRST INSPECTION FOR WEDNESDAY AM. O1/23/2008 10:03 AM OC PDA partial - garage area. B100 02 1/28/08 OC BLDG, FOUNDATION -SLAB TIME: 17:00 1/28/08 AP January 28, 2008 9:14:51 AM acarter. Partial - middle section - Early afternoon please B100 03 B120 01 B120 03 B120 02 B115 01 B130 01 B125 01 1%31/08 RH BLDG, FOUNDATION -SLAB TIME: 17:00 1/31/08 AP January 31, 2008 11:21:37 AM kwolfe. O1/31/2008 03:52 PM RH PDA Left side slab. Set backs okay, slab ground installed. 2/28/08 TB BLDG, FRAMING -PARTIAL TIME: 17:00 2/28/08 AP APA Nailing Pattern Inspection -Inspected by Engineer and Engineers Report also to be submitted per framer 4/28/08 OC BLDG, FRAMING -PARTIAL TIME: 17:00 4/28/08 AP Special nailing patterns inpection-Met Framer on job to remove necessary coverings to see nailing patterns called out by Engineers. 4/28/08 OC 4/28/08 AP 4/30/08 OC 5/01/08 AP 6/02/08 OC 6 02 0 AP 12/23/08 BI I BLDG, FRAMING -PARTIAL TIME: 17:00 April 24, 2008 3:31:05 PM bcaldwell. exterior brick only inspection per terry BLDG, FRAMING TIME: 17:00 April 30, 2008 11:06:37 AM acarter. BLDG, INSULATION TIME: 17:00 June 2, 2008 10:49:45 AM acarter. BLDG, FINAL TIME: 17:00 December 23, 2008 8:53:25 AM acarter. ------------------------------------ COMMENTS AND NOTES - -------------------- `�-� ry �J Z, eSs S� pTE oF_ BRA' ' S COUNTY HEALTH DEPARTY NT 201 NORTH TEXAS AVE BRYAN, TEXAS 77803 (979) 3614450 NTY OF.��P On -Site Sewage Facility Construction Inspection Owner Name`; fig..: +,.-i:°f C OSSF_Number:�� t:?� Site Address: Installer Name: 77� Cj System Type: 'Q`Aerobic/Spray Distribution. ❑ Wetland ❑ Anaerobic/Sub-surface disposal ❑ Other Inspection Results: Q; Passed, License will be sent within 7 working days 13 Faile d, Please see below .. de% i c encies Defzcienaes: ❑ No electrical power to system ❑ System not constructed or incomplete at time of inspection N 3 00 `� 1 ❑ Installer not on site at time of -inspection c1 Lo ❑ Improper back fill material (must'used Class•Ib, 11; �111 Soil type) w 96 ❑ System component failure: ❑ Other. Date Of Inspection: f fl>; Time 4 `:<<ic �� DR Name. -;. �;��' -t Ij' ( - " C`tr i Note. If system Construction "Failed", please call for. re -inspection between the hours of 8-9:00 ain for same day service DEC.31.2008 1:24PM Brazos County Health Department NO.7988 , P. 2 Brazos County Health Department 201 North Texas Ave. Bryan, TX 77803 Phone: (979) 361-4440 Fax: (979) 823-2275 OSSF Aerobic License Permit #: 2008-1056 Location: 21013 CAMPBELL COURT, COLLEGE STATION TX 77845 Permit Date: 11/20/2008 WILLIAMS CREEK Block: Lot: Owner: LESTER JACK Mailing address: 21013 CAMPBELL COURT COLLEGE STATION TX 77845 The private sewage facility licensed above was installed according to the current and minimum guidelines of the Texas Commission on Environmental Quality (TCEQ) and Brazos County. This aerobic system with spray dispersal requires a disinfectant for final treatment of the sprayed effluent. It is the responsibility of the homeowner to monitor the disinfectant and to add more when needed. (Swimming pool chlorine tablets are not acceptable substitutes), Under no circumstances are any food crops or edible foods to be grown in the spray area. Mowing of the spray field on a regular basis should also be done to help with the evaporation process. The current maintenance contract for this system will expire two (2) years from the above final inspection date. A new maintenance contract must be in force at all times, and a copy of the new contract filed with this office thirty (30) days before the current contract expires. This is a NON -TRANSFERABLE license. Upon transfer of ownership, the new owner shall be required to transfer the original license into his/her name. Should the system malfunction in the future, it will be the licensee's responsibility to bring the system in compliance with current state and county regulations. This license does not extend to the materials, workmanship, or fabrication of the system, so as to expressly or impliedly grant the owner or installer of the system any warranty by/or rights against Brazos County Health Department, as to the quality or durability of the system, nor compliance with licensee's individual specifications and requirements, but solely relates to the system meeting the requirements of the above named regulatory body in effect as of this date. d 12/5/2008 03:46 PM Page 1 4AgeOfficial ate 01_ 33a3 April 30, 2008 Mr. Jack Lester, Jr. 244 Southwest Parkway East College Station, TX 77840 Re: 2x4 Stud Wall Proposed Lester Residence College Station, Texas Gessner Engineering Job No.: 07-0444 Dear Mr. Lester: Gessner Engineering was requested to analyze the 2x4 stud walls with studs spaced at sixteen (16) inches on center for the above referenced project. The walls in question are located in the trophy rooms, and the garage. The wall were analyzed for a ten (10) psf ceiling live load, five (5) psf ceiling dead load, thirty (30) psf roof dead load, and twenty (20) psf roof live load. The walls shall have blocking installed at mid -height in the garage area and at third points in the trophy rooms. With the prescribed blocking the as indicated above the stud walls are adequate to withstand the loading applied. Gessner Engineering advised Mr. Lance Lester of the framing modifications. If you have any questions with respect to this letter, please contact me. Sincerely, Thomas E. Ge sner, P.E. 4 Matthew W. Cowen, E.I.T. .� �e OF 'rt 9, � 0 J 1Ali � e°*y1 �D � R D000Deeveoeee soeoo THOMAS E. GESSNER 090-099099 oeooeDeoo 90967 o e �vQa lCs. °Doo• G �dAa S�ONALE�� off_ 33 13 January 31, 2008 Mr. Jack Lester, Jr. 244 Southwest Parkway East College Station, TX 77840 Re: Foundation Prepour Inspection Proposed Lester Residence Pour East of Expansion Joint College Station, Texas Gessner Engineering Job No.: 07-0444 Dear Mr. Lester: An inspection of the referenced foundation was performed on January 22, 2008 by Matthew W. Cowen, E.I.T. with Gessner Engineering, to determine if the foundation slab for the proposed Lester residence was constructed in accordance with the foundation plans. The inspection concluded several areas of concern that were not in concordance with the construction documents. Gessner Engineering noted the following items: 1. Diagonal bars were missing at interior corners. Three (3), eight (8) foot long #5 bars are required in several locations, as shown on Sheet S1.2. 2. The plastic vapor was not attached to the forms in several areas. Moisture barrier is required to separate earth from concrete in all locations, as shown in the details on Sheet S5.1 3. Water needed to be removed from the grade beam in one area of the detached garage. 4. Forms needed to be installed in the curved portion near the rear of the foundation. 5. Pier steel was extending into the beams at the expansion joint. The steel should be cut at the top of the pier and shall not extend into the beams, as shown in Detail Z on Sheet S5.1 Gessner Engineering advised Mr. Lance Lester of the foundation deficiencies. If you have any questions with respect to this letter, please contact me. Sincerely, Thomas E. GE .—r' - s of t • ° P.E. ,��o°.•°...°.°.°.:* �pp THOMAS E. G.ESSNER R'li ..............•..... PP pe i 0 9 °90967 . SIONAL 0N�'� Matthew W. Cowen, E.I.T. :1 , , - - January 31, 2008 Mr. Jack Lester, Jr. 244 Southwest Parkway East College Station, TX 77840 Re: Foundation Prepour Inspection Proposed Lester Residence Pour West of Expansion Joint College Station, Texas Gessner Engineering Job No.: 07-0444 Dear Mr. Lester: An inspection of the referenced foundation was performed on January 31, 2008 by Amanda Blackburn with Gessner Engineering, to determine if the foundation slab for the proposed Lester residence was constructed in accordance with the foundation plans. The inspection concluded several areas of concern that were not in concordance with the construction documents. Gessner Engineering noted the following items: 1. Remove all trash and debris within grade beams. 2. Diagonal triple #5 bars eight (8) foot long were missing at all interior corners, ref: A/S1.2 for location. 3. Replace the moisture vapor barrier in all areas torn or missing, ref: A/S5.1. 4. Maintain minimum reinforcement clearances: a. 3/" cover required at all conduit locations b. Pier steel extended beyond grade beams c. Straighten rebar in grade beams to maintain side and bottom clearance d. Chairs and ties are required in slab mat prior to pour 5. Slipcover required on each #4 dowel placed along the expansion joint, ref: T/S5.1. 6. #4 bent dowels @ 16" on center are missing in most exterior beams, ref. A/S5.1. 7. The far west area of the foundation was still being prepared. Grade beam reinforcement, slab mat, bent bars, stirrups, etc. were still required. Gessner Engineering advised personal onsite of the foundation deficiencies. If you have any questions with respect to this letter, please contact me. Sincerely, "Aw'V 4'4'� Thomas E. Gessner, �%IgOFtE-'% a�+' m .........P P.E..................... q THOMAS E. GESSNER 90967 0 �: �Q® • • i April 5, 2008 Mr. Jack Lester, Jr. 244 Southwest Parkway East College Station, TX 77840 Re: Framing Inspection Letter Proposed Lester Residence College Station, Texas Gessner Engineering Job No.: 07-0444 Dear Mr. Lester: An inspection of the referenced foundation was performed on April 3, 2008 by Matthew W. Cowen, E.I.T. with Gessner Engineering, to determine if the framing for the proposed Lester residence was constructed in accordance with the foundation plans. Gessner Engineering noted the following items: 1. Shear wall hold downs were not installed at the time of inspection in accordance with Sheets S1.2, S1.3, and S1.4. Gessner Engineering advised Mr. Lance Lester of the framing deficiencies. If you have any questions with respect to this letter, please contact me. Sincerely, '0; Thomas E. Gessner, P.E. ® """•••••••••:: ® THOMAS E. GESSNER .................... 90967 Matthew W. Cowen, E.I.T. `�®SRO"A' E`'G'�' Ui�:'DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 Al. Building Owner's Name Jack W. Lester, Jr. SECTION A - PROPERTY INFORMATION I For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 2013 Campbell Court City College Station State TX ZIP Code 77845 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 10, Block 8, Williams Creek Subdivision Phase 7 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 30-34-20 N Long. 96-12-48 W Horizontal Datum: ❑ NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT 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 1500 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 City of College Station 480083 1 Brazos TX 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 CO205 D 205 D Feb. 09, 2000 Feb. 09, 2000 AE 209 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other (Describe) _ Bl 1. Indicate elevation datum used for BFE in Item 69: E 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 ENo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* E 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 AT Benchmark Utilized N/A Vertical Datum NAVD88 - Geoid - GPS Conversion/Comments In this area of Texas. (Latitued-30 deg, Longitude-96 deg) difference in datum is negligible (<0.05') Check the measurement used. 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) 229.4 E feet ❑ meters (Puerto Rico only) 239.4 E feet ❑ meters (Puerto Rico only) _ ❑ feet ❑ meters (Puerto Rico only) 229.4 E feet ❑ meters (Puerto Rico only) 226.8 E feet ❑ meters (Puerto Rico only) 226.8 E feet ❑ meters (Puerto Rico only) 228.7 E 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. I certify that the information on this Certificate represents my best efforts to interpret the data available., I 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 S.M. Kling, RPLS License Number 2003 Title Registered Professional Land Surveyor Company Name Kling Engineering & Surveying Address 4101 S. Texas Ave. Suite A City Bryan State TX ZIP Code 77802 t ZUU3 U FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions iSifiPORTANT: 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 2013 Campbell Court City College Station State TX ZIP 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 Signature Date ❑ Check here if attachments 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. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in 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 Jack W. Lester, Jr. Address 1700 Brook Hollow Drive City Bryan State TX ZIP Code 77802 Signat re Date Telephone 823-3966 Comment ❑ 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 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Fetleral Emergency Management Agency Exoires February 28.2009 i W' National Flood Insurance Program Important: Read the instructions on pages 1.8. CD SECTION A- PROPERTY INFORMATION For Insurance Company Use: s� Al. Building Owners Name Jack W. Lester, Jr. Policy Number E A2. Building Street Address (including Apt., Unit, Suite, and/or BId No.) or P.O. Route and Box No. 9 Company pony NAIC Number CD i (D 2013 Campbell Court (D City College Station State TX ZIP Code 77545. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 10. Block 8. Williams Creek Subdivision Phase 7 t i - ; (D Al. Building Use (e.g.. Residential. NorrResidendal. Addition, Accessary, etc.) Residential As. LatitudafLongbude: Let 30-34-20 N Long. 96-12-48 W Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building it the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 Ail. For a building with a crawl space or enclosure(s), provide All. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) _ sq it a) Square footage of attached garage 100 so H b) No. of permanent flood openings in the crew! 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 AB.b _ sq In c) Total net area of need openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name 8 Community Number 82. Counry Name 83. Slate City of College Station 480083 Brazos TX B4. MaplPanel Number I 85. Suflix B6. FIRM Index I B7. FIRM Panel B8. Food 89. Base Food Elevations) (Zone Date EHedivalRevlsed Date Zone(s) AO, use base flood depth) 48041CO205 D 205 D Feb. 09. 2000 Feb. 09, 2000 AE 209 010. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)._ B11. Indicate elevation datum used for BFE in Item 89: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building looted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑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. V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO. Complete Items C2.e-g below according to the building diagram specified in Item A7. Bendhmark Utilized NIA Vertical Datum NAVD88 - Geoid - GPS Conversion/Comments In this area of Texas. (Latilued-30 deg. Loncitude-96 dent difference in datum is negligible (<0 05'1 Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)- M1 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 239.5 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones onty) _ _ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (op of slab) W.2 ® feet ❑ meters (Puerto Rico oNy) e) Lowest elevation of machinery or equipment servicing the bmtding 22W.1 ® feet ❑ meters (Puerto Rico oNy) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 227.5 ® feet ❑ meters (Puerto Rim only) g) Highest adjacent (finished) grade (HAG) 229.2 ® feet ❑ meters (Puerto Rim only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or anYdlecl authorized by law to certify elevation CD N W N 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 2013 Camobell Coun City College Station Slate TX ZIP Code 77845 ) Companv 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 Building elevated on fill C2.e - Indicates A/C Unit Signature Date 12/31/08 ® Check here it attachments 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 Cenifiate Is intended to support a LOMA or LOMR-F request, complete Sections A.B. and C. For Items E1-E4, use natural grade. if avallable. Check the measurement used. In Puerto Rice only. enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (indudirg basement crawl space, or enclosure) is — _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement cravA space, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 wish pertnanenl 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. Ea. Top of platform of mactdnery and/or equipment servicing the building is _ _ ❑ feel ❑ 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 tine community's floodptain management ordinance? ❑ Yes ❑ No ❑ Unknown. The 1=1 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 slatements in Sections A, B. and E are correct to the best of my knowledge. Address 1700 Brook Hollow Drive Citv Brvan State TX ZIP Code 77802 Signature Dale Telephone 823-3966 ❑ Check here if atachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance an complete Sections A. B. C (or E). and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. Gi. ❑ 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 taw to amity elevation information. (Indicate the source and date of the elevation data in the Commenta area below.) G2. ❑ A community official completed Section E for a building bated in Zone A (without a FEMA-issued or cemmuriryissued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Cerifcete Of CompliancetOcwpancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of es -built lowest floor (including basement) of the budding: _— -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum Local Offxdars Name Tide Community Name Telephone Signature Date Comments ❑ Check here g attachments FEMA Forth 81-31. February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. I Im For Irtm m— r:—.— Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 2013 Campbell Court Policy Number City College Station State TX ZIP Code 77845 Company NAlC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item AS. Identify all photographs with: date taken; 'Front View" and 'Rear View"; and, If required, 'Right Side View" and "Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View - Photo Taken 12/31 12008 Rear View - Photo Taken 12/31/2008 rQ W' N O 00 (D 0 Building Photographs Continuation Page Fnr Irta ionro (`wnro.,,, n� Building Street Address (including Apt, Unit, Suite, andtor Bldg. No.) or P.O. Route and Box No. 2013 Campbell Court Policy Number City college stabon State Tx ZIP Code 77845 company NAlc Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; 'Front View and 'Rear View"; and, if required, 'Right Side View and 'Left Side View." BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #• Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00003323 158584 2013 CAMPBELL CT 660050-0780-0100 Date 11/20/07 RESIDENTIAL, 1 UNIT DETACHED NEW WILLIAMS CREEK PH 7 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 1500000 Owner Contractor ------------------------ 7 --------------------- L W L CONSTRUCTION, LLC 4724 JOHNSON CREEK LOOP COLLEGE STATION TX 77845 (979) 696-7474 --- 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 4.00 TYPE OF GARAGE (ATT/DET) ATT/DET HEATED AREA 9657.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 5.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE SEPTIC TRAFFIC IMPACT ANAL (TAZ) 329.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 536102 Permit Fee . . . . 3660.00 Plan Check Fee .00 Issue Date . . . . 11/20/07 Valuation . . . . 1500000 Expiration Date . . 5/18/08 Qty Unit Charge Per Extension BASE FEE 1660.00 1000.00 2.0000 THOU BLDG, VAL 500001 & UP 2000.00 ---------------------------------------------------------------------------- Special Notes and Comments -Engineered Foundation and Bracing Plans in Ben's Office. -All Operable Windows 72" above Grade must be 24" above BUILDING DEPT REPRESENTATIV 'r APPLICANT: h BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003323 Application pin number . . . 158584 Page 2 Date 11/20/07 Special Notes and Comments finished interior floor. -Area above garage for storage only, not built for habitable space -ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. Minimum level to be 212' Finished floor ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 30") WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. Garage ceiling must have 5/8" Type X is Habitable space above the garage. PROVIDE COMBUSTION AIR FOR GAS FIRED sheetrock when there APPLIANCES PER CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation Walls. ELECTRICAL SHALL BE INSTALLED Code & LOCAL AMENDMENTS PER 2005 National Electrical 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) ---------------------------------- -- --'-------- - - - - - - BUILDING DEPT REPRESENTATIVE: n �� APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 07-00003323 Date 11/20/07 Application pin number . . . 158584 ---------------------------------------------------------------------------- Special Notes and Comments ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2006 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL --- - --------- -------------------------------------------h------ �''- - _' BUILDING DE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00003323 Date 11/20/07 Application pin number . . . 158584 ---------------------------------------------------------------------------- Special Notes and Comments BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 150 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. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 200 TO 30% A .35 FACTO OR LOWER SHALL BE MET. ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY WITH SECTION R-311 (2006 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2006 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VA E -------------------------------------------- -----Ak;;064 ----------- BUILDING DEPT REPRESENTATIVE) APPLICANT: ,' /- BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 07-00003323 Date 11/20/07 Application pin number . . . 158584 ---------------------------------------------------------------------------- Special Notes and Comments PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003 IRC ) RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC IF AN OPERABLE WINDOW IS MORE THAN 72" ABOVE EXTERIOR FINISHED GRADE THEN THE LOWEST PART OF THE WINDOW OPENING MUST BE AT LEAST 24" ABOVE THE FINSHED FLOOR FROM INSIDE THE ROOM. ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total Plan Check Total Grand Total BUILDING DE APPLICANT: 3660.00 3660.00 .00 .00 3660.00 3660.00 .00 .00 .00 .00 .00 .00 TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00003324 242592 2013 CAMPBELL CT 660050-0780-0100 Date 11/20/07 TEMP POLE WILLIAMS CREEK PH 7 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor ------------------------ ------------------------ L W L CONSTRUCTION, LLC 4724 JOHNSON CREEK LOOP COLLEGE STATION TX 77845 (979) 696-7474 ---------------------------------------------------------------------------- .Permit . . . . . . TEMP POLE PERMIT Additional desc . . AC Permit pin number . 536128 Permit Fee . . . . 20.00 Issue Date . . . . 11/20/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ------------------------------------------------------------- Fee summary ----------------- Charged ---------- --------------- Paid Credited ------------------------------ Due Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------------------------ - -------------- BUILDING DEPT RE PRESEN�TIVE:� ' APPLICANT: / ' 1114 *t/q" CITY OF COLLEGE STATION Planningci.Deveiopmtn Srryitet APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV Ii6+7��/ DATE: L�4 1 � TRCC REG 3886 APPLICATION # TEMP POLE # ADDRESS/LOCATION: od 0/1 "/ % / C LDlis' ✓ LOT �VBLOCK SUBDIVISION W/�//•DAS 4elt- SEC/PH 7 BUSINESS/OWNER NAME: PHONE: CONTRACTOR/HOMEOWNER: L V1 PHONE: CONTACT PERSON FOR REVIEW COMMENTS: L W& LPsA.' PHONE: —fa-;D ydy6 FAX: 9.7j, t 16 ` 41 EMAIL: & %l /Od U 0 1 l/� %&j ELECTRICIAN: �-/ rtwkille PLUMBER: /°1 C ® /01-1-/JG�iC� / HVAC: P a // GOOD CENTS (Residential only): ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' SLAB ONLY DUPLEX (Landscape Plans) REMODEURENOVATION' SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: PROPOSED USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: -Yrs TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ fi k � 00000.00 TOTAL AREA: %5,131 HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: Ll SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: �vll i [�z SEWER TAP: < C- INTERIOR WALL TYPE: SIZE ;�►.J f rn WATER TAP: 'gyp � EXTERIOR WALL TYPE: L SIZE OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE �T V 1 ROOF TYPE: GARAGE TYPE: SINGLE E::] DOUBLE C$�"�`TRIPLE ATTACHED ® DETACHEDi'<;�2PORT SIGNATURE OF APPLICANT: 'If proposed work involves new co&wR<ial con ruction or acade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only 1PW Plans Examiner 1owtiN &-s 0+149Zoning Official AF Fire Marshall _ aucizmj ^�11J FF '�•!� �Q�d Q,R.. Zory, `� jG11�,..J "At., '+ E MdU FP 2lZ.00 CDmmer i Yff L / p1 -A.ve Gq{1 S�-Ae VMY r t c d� QgGC4-15 . t � E"ii rgy `Code ,Compliance Information % Glazing.. of exterior walls l 2 Insulation R value of exterior walls 3 / Insulation R value of ceiling 1 (flat areas) R3<6 � Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC (Solar Heat Gain Coefficient) Glazing U-Factor • �% O � R value of ductwork A/C SEER Rating 13 / Protection Against Subterranean Termites ® Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verification of Application shall be submitted to the City of College Station Building Department prior to issuance of the Certificate of Occupancy. 11/05/2007 MON 16:11 FAX 9796964747 BV Water Alliance 11/05/2007 15;56' 5123479815 ...-LARUE ARCHITECTS 2 002/002 PAGE 01/01 FAX TRANMVIIITTAL it Urgent ❑ Please Reply. ❑ For Review ❑ To: �SiiK'�)?I` b !Oo'r't747 .lames p. LaRue architeviure design Frojec-t Date: S — 6 -7 j 04 5aath 6pltat of Tames Highway /uiWK Terms 78146 From; 512447,41888 eftk 1001arue-amh1tects.com Common, s: j/l/1.1�v �i�� ►`7 � 4'AS LoJ PrLA, S Off. gt7p CITY OF COLLEGE STATION Planning d Development Services 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# O DATE: _ `O BUILDING ADDRESS: ao� eaM � 1. Foundation Requirements- Minimum City oundation Standards NA/ A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement and Beam Reinforcement F. Protection Method used for Termites. G. Wood foundation details indicated OK II. Framing: Floor, Wall, Ceiling and Roof Requirements N 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 OK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans N F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing plan 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. San exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations +�► R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within T of property line to have protected openings. /OK OK 1114 *.. //q" CITY OF COLLEGE STATION Planning cd Development Service; 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 III. Stairway Requirements A. Stairway Details N 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6'-8" B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than thirty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements NA/ A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NAT, 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 CITY OF COLLEGE STATION Planning d Development Services PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi NA/ 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 WON 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) Vill. Energy Requirements NAJgW A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/154 Permitted use for district 7- Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NAI Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N O Does not block any water course or divert any flow Elevation certificate needed K "APPROVED PLANS PER IRC SECTION R106.3.1." 4- � 0 �__ PLANS EXAMINER DATE