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Home My WebLink About1220 W. FAIRMONT PKWY_09-0160_09-0267__________a� t, City of La Porte OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOBADDRESS/2Z�.,( EECT10t.1 TY:�1 p �INSPPE nlh I Slcn I-tD THIS JOB HAS NOT BEEN COMPLETED, The following additions or corrections shall be made before the job will be accepted ac7to l 3ok /ii /j"* c_e 61 V Q ^ j 1�e V 1 r-)i C/4 C'j—f /\ —(S j \ f < rV o C--'. 6u - V (-• r C �nr n"^c As1z1,-r 5r3.\ o93u It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the ' installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION ****SIGN PERMIT**** ----------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number . . . . . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner e'ydb LINE:(281)470-5130 09-00000160 1220 W FAIRMONT PKWY 118-986-000-0004 MISCELLANEOUS ----------------- Date 2/09/09 KROGER-FAIRMONT PARKWAY CENTER COMM - GENERAL 5500 Contractor PARKER CHARLES L JR & KATHRYN ANCHOR SIGN INC. 501 AIRPORT DR STE 100 P O BOX 22737 FARMINGTON NM 874012646 CHARLESTON (800) 213-3331 ---------------- Structure Information 000 000------- Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) -------------------------------------------------------- Permit . . . . . . BLDG PERMIT -SIGNS Additional desc . . 98 SQ. FT. SIGN (SIGN A) Permit Fee . . . . 57.50 Plan Check Fee . Issue Date . . . . 2/09/09 Valuation . . . Expiration Date . . 8/08/09 Qty Unit Charge Per BASE FEE 5.00 7.5000 THOU BLDG - 1,001 - 50,000 ---------------------------------------------------------- Special Notes and Comments 1. SIGN IN ACCORDANCE WITH ENGINEERED DESIGN. 2. NO PART OF SIGN IS ALLOWED IN UTILITY EASEMENT. 3. SEPARATE ELECTRICAL PERMIT REQUIED. 4. CALL FOR CITY INSPECTIONS. 5. IN ACCORDANCE WITH S. 106-871, NO SIGN OR SIGN PART MAY HAVE LIGHTS WHICH FLASH, MOVE OR ROTATE, ETC. NO BEACON LIGHT MAY BE PLACED ON OR MADE PART OF ANY SIGN. 6. CALL FOR UTILITY LOCATES @ 1-800-699-8344 FOR HL&P ENTEX'S, AND CITY OF LA PORTE WATER AND SEWER LOCATE AT (281)471-9650. SC 29404 28.75 5500 Extension 20.00 37.50 ---------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 57.50 57.50 .00 .00 Plan Check Total 28.75 28.75 .00 .00 Grand Total 86.25 2/5�/� _ .00 00 41, City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ---------------------------------------------------------------------------- Application Number Si 09-00000160 Page 2 Date 2/09/09 -- ----------------g---------------------------- -- -9-0o of contractor or authorized agent Date u Approved by Building Official or authorized Date PERNIITAPPLICATION � � E C E I V E y ity of La Porte Established 1892 JAN 2 12009 281-470-5073 Buildine Mechanical *Electrical *Plumbing (sign) *(See back of form) Project Address: 1220 West Fairmont Parkway Lot: (see attached property information) Owner's Name: Parker Charles L Jr & Kathryn C Phone: Address: 501 Airport Drive; Suite 100 Farmington, NM 87401-2646 Street City Zip Contractor: Anchor Sign, Inc. Phone: 800-213-3331 / 843-576-3208 Address: 2200 DischerAvenue Charleston, South Carolina 29405 Street City Zip Contractor Email address:mswint@anchorsign.00m Fax:843-576-7208 Contact Person: Maureen Swint Cornerstone Engineering, Inc. TRCC registration # on all new Single Family Dwellings or remodels over $10,000-TRCC # Building Use: Blockbuster Sq. Footage: 98 sq.ft. (Sign A) # Stories i $5,500 Install (1) 98 sq.ft. double face po sign Valuation: Describe Work: cabinet on an existing pole. 1/20/2009 David A Jackon, qualifier For Ci Use Only g/ Occupancy Type_ Flood Zone t Class Work Sq. Ft.2� Construction TypeUse Zone # Stories Parking Reg Last use of Building 13a5, Date use ceased: Commercial Buildings Plans Only -Fire Marshal Checked/Approved for Issuance CE: Special Conditions: Y-rc- /o7es o�I _fG�Iitl �dr�gruJ` /t%f�S r2 Residential driveway tie-in fee: // Parkland(NeW es. Only): Zone # Fee: Pemut No. " �(a 0 Permit Fee S] Plan Check Fee: _ S:\CPsh=VnspccdonM1dgPm6p001 8.doc ' ECEIVE @AnchorSign. JAN 2 12009 Sign Permit Request January 20, 2009 City of Laporte, TX Attn.: Vicki Inspections/Permitting Division 604 West Fairmont Parkway City Hall LaPorte, TX 77571 Dear Vicki: This sign permit request is in regards to: Blockbuster Video BV-48445 1220 West Fairmont Parkway LaPorte, TX 77572 cam., Enclosed, please find a check in the amount of $57.50 for the sign permit fee for the above -mentioned location. I have included what I believe to be the complete requirements needed to obtain this permit. If I have failed to send any important information, please contact me as soon as possible so that I may get it to you. Upon approval, please contact me with any additional fees due at the time of picking up the permits. In addition, if it is not too much of an inconvenience, could you please fax a copy to me at 843-576-7208 so that I may update our records accordingly. I appreciate your time and effort regarding this matter! Thank you again. Please do not hesitate to call should you have any questions. Sincfrely, s Maureen Swint Permit Coordinator Toll free: 800-213-3331 Direct: 843-576-3208 Fax:843-576-7208 mswint@anchorsip.com P.O. Box 22737 • Charleston, SC 29413 Charleston (843) 747-5901 • Toll Free (800) 213-3331 • Fax (843) 747-5907 i-;? 2 0 W r «z MV.1J t 10411AW4- y Sign Permit Notes 1. Sign in accordance with engineered design. 2. No part of sign is allowed in utility easement. 3. Separate Electrical permit required. _ 4. Call for city inspections. 5. In accordance with S. 106-871, no sign or sign part may have lights which flash move or rotate etc. No beacon light may be placed on or made part of any sign. 6. Call for utility locates @ 1-800-699-8344 for HL&P Entex's, and City of La Porte water and sewer locate at (281) 471- 9650. - r,l APPROVED PLANS ARE Or)IFIED, A NEW SUBMITTAL THI CITY IS REQUIRED PRIOR TO THE CHA"GI OCCURRING. TEC Screws Flex or Lexan Support Pole Steel gle Frame Separate support poles to be bolted together using matct, W plates with 718' nub and bobs 19' x 19' steel plates with 16 bolt" centers 1s' 0 16' O I.. Sign A 98 Sauare Foot Double Face Pole Sian v � C hidden waterproof dl$CDOOECt Switch A Cabinet on Existing Pole Blockbuster # 48445 1 1220 West Fairmont Parkway LaPorte, TX 77572 A. White Panaflex with first surface applied vinyl graphics B. - Blue to be 3M VT film #11287 - Yellow to be 3M VT film #11288 3M GPS clear overlay film #3640-114 (Flex Only) C. Copy to have black outline Pole to top of cabinetSpecifications A. Filler and retainer to be .050 aluminum B. Welded aluminum retainers to be on face and down the cabinet attach with #12 tec screws C. Interior 2" x 3/16" steel angle frame. Prime -- Lamand paint white prior to attaching sign filler D. Paint interior of cabinet white for maximum illumination E. Prime and paint Sherwin Williams GC 67845. [ - •- 18" Pole''/.' thick wall Ballast: (2) EESB1048-26L Q 2.5 amps each (1) EESB1040-14L @ 3.0 amps each Lamps: F72T12CW-HO bulbs (14) Total amps = 8.0 � 21,_ 1„ �r+ VWts: (1) 20 amp 120V CirwR required Torn edge of ticket always faces towards the store r ' • , S r r Oppos i Augured Footer. 1 V-0" x 4'-0" pq JAN 2 12009 BY: - - 4,-0" 12/29/08 Drawing by. Darin Houston ® 1.800.213.3331 an Revised by. John Kale 11 0:3�: IF I HI ;wl,ji i )VED PLANS ARE MODIFILD- A NEW SUBMIT TO T141 CITY IS REQUIRED PrlO;aaj;g WEL TO FHI: CHAnGfOCCURRI __- - ❑ 0 City of La Porte 604 W Fairmont Pkwy(��/ La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------- Application Number . . . . Property Address . . . . . HCAD Number . . . . . . . . Alternate Search Method . . Application type description Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . ---------------------------------------- 09-00000267 Date 2/09/09 1220 W FAIRMONT PKWY 118-986-000-0004 ELECTRICAL ONLY KROGER-FAIRMONT PARKWAY CENTER COMM - GENERAL Owner Contractor PARKER CHARLES L JR & KATHRYN ANCHOR SIGN INC. 501 AIRPORT DR STE 100 P 0 BOX 22737 FARMINGTON NM 874012646 CHARLESTON SC 29404 (800) 213-3331 --------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC FOR SIGN - Permit Fee . . . . 22.50 Issue Date . . . . 2/09/09 Valuation . . . . 0 Expiration Date . . 8/08/09 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 15.0000 EA EL - RE -CONNECTION FEE 15.00 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 22.50 22.50 .00 .00 Grand Total 22.50 22.50 .00 00 /UO 7 ---------- - -------------------------- Signature- of Contractor or Authorized Agent Date — Approved by Building Official or Authorized Date , F ECEIVEPz. PEu1vuT nPrL>rcnTioly ty of La Porte JAN 2 12009 281-470-5073 ,: Y. mv' Building Mechanical *Electrical (sign cone *(See back of for 1220 West Fairmont Parkway (see attached property information) Owner's Name: Parker Charles L Jr & Kathryn C 501 Airport Drive; Suite 100 Farmington, NM Street City Anchor Sign, Inc. Address: 2200 Discher Avenue Charleston, South Carolina Street City Contractor Email address: mswint@anchorsign.com Fax: 843-576-7208 Engineer: n / 61 Established 1892 87401-2646 Zip 800-213-3331 / 843-576-3208 29405 Zip Contact Person: Maureen Swint TRCC registration # on all new Single Family Dwellings or remodels over $10,000-TRCC # Building Use: Blockbuster . Sq. Footage: 98 sq.ft. (Sign A) # Stories $200 David W. JaEkserr'quallfier Describe 1 /20/2009 circuit' For Ci Use Only Occupancy Typee Flood Zone Class Work Sq. Ft Construction Type____2r— Use Zone # Stories Parking Reg - Last use of Building /rJTTa Date use ceased: Commercial Buildings Plans Only -Fire Marshal Checked/Approved for Issuance By: CE: Special _s Date Residential driveway fie -in fee: n b Pazkland(Nebes. Only): Zone # Fee: Pemrit No. d LT W Permit Fee 2 2 i Plan Check Fee: SACPShmUrL9 tiom 1dgPertniwPpo01/008.&c. COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1" 5 - Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each 1 $15.00 'Connecting sign to existing electrical circuit Reinspection Fee $35.00 each MOTORS: Up to but not including'/a hp $ 1.50 each / hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee $22.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (/-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S1CPShareUNSPECTION D1VIS10t\Inspections\B1dg Permit App1 side2 112805.doe 15.00 GENERAL NOTES: 1. All design, fabrication, installation and constriction shall conform to the following specifications. unless specifically noted otherwise on the drawing • The 2006 International Building Code • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-05). American Institute of Steel Construction, Inc Manual of Steel Construction (13th Edition). American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2. All steel components shall be as listed below, unless noted otherwise: All roiled shapes, plates and bars shall be ASTM A36, or equal. • NI pipe shall meet the requirements of ASTM A53, Type S or E. Grade B. or shall meet the requirements of ASTM A25Z Grade 2 or better, M�'th a minimum yield stress and wall thickness that meets or exceeds the minimum values specified for that pipe on this drawing (ASTM A252 thickness tolerances are not allowed). All structural tubing shall be ASTM A500, Grade B, or equal. All bolted connections shall be made with ASTM A325 Bolts and shill be installed as per AISC Specifications • All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified In the specified position. • All welds shall be made with E70XX electrode. or equal. • All welds shall be made In a sequence that will balance the applied heat of welding while the welding progresses. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. If R is found that the concrete strength is less Cornerstone should be contacted for consulaion. 5. The structure has been analyzed to withstand a 120 mph (3—sec gust) design wind speed with a maximum design pressure of 46.1 pat according to ASCE 7-05. (Exposure C) This design is not valid for areas with special wind requirements in excess of those listed above. • If the proposed structure is located In the proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, the installer shill contact Cornerstone for potential redesign or re—evaluation. 6. The exiisting foundation has been analyzed assuming the following average soil conditions: Allowable Lateral Bearing Pressure of 150 psf/ft (This value Is used for cube and auger footings.) The soft allowable is multiplied by two for isolated footing as per IBC 1804.3.1. 150 pef/ft corresponds to a medium dense sand, or equal. If sob conditions other than those assumed are found to be present at the site contact Cornerstone so that the foundation can be further evaluated. • If the structure is to be located in the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Cornerstone for re—evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. 7. The installer shall confirm the minimum wall thickness of existing columns and notify the engineer of any ties. 8 Cornerstone is in no way responsible for the safety of the work site during Installation. The installer shall take appropriate measures to make sure that the erection of the structure is performed using methods In compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed In ith a design drawing the installer shall cease work and notify Cornerstone immediately. • Come -stone will not be performing on —site Inspections or verification of conditions. It is the responsibility of the Installer, the structure owner, and the property owner to identify the on —site conditions and to contact Cornerstone with any discrepancies or concerns. 10. Any deviation from these plans or non—compliance with the general notes without written approval from Cornerstone will render the entire design to be void. 11. All of the existing column/footing Information shown is as provided by Anchor Signs. Cornerstone in no way certifies that this information is 'as built'. If there is any reason to believe that the existing information shown is not accurate the engineer should be contacted immediately for re —analysis. Q O e O f� N c O I i 4'-0" DIAM • "0 X 0.322" STD PIPE NOMINAL DIAMETER NEW STEEL NEW PLATE TO EXISTING PIPE 0 X 0.250" WALL PIPE ksi MIN YIELD STRESS EXISTING STEEL SEE NOTE 7 CONCRETE FOOTING EXISTING — SEE NOTE 11 18"0 PIPE EXISTING SIGN FACE CONCRETE FOOTING EXISTING — SEE NOTE 11 a 19" 1" PLATES (2) �118NEW 8" " 18"0 PIPE EXISTING 8"0 PIPE (NEW) 0) (0 + (L SiGN FACE 5 16 o 1 "0 HOLES �4FO�R5" X 5" X 3/8" oo TYP 5j1s 7 8 0 A325 GUSSET PLATES (4) BOLT PLATE TO PLATE NEW SEQ110M A —A 3/4*-1'-0* NOTICE: CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. 41r411 11 T y Py IF THE APPROVED PLANS MODIFIED. A NEW SUBMIT;, TO THE CITY IS REQUIRED VRi(); TO THE CHANGE OCCURRING. V� M M r r�^ � V > 00 F„i v v w � w x 0 O U�1 a:o - U N M M 01 I >, t� o N 00 a. {' c 7 O V o _O Li M 4a �3a-- X p N r-. N r O Of CD U \O O M O .— m c m 0 V) in EC F o O 00 .IAN 2009 0 U gY:------ U 416 m O 3 a o JAMES E. WRIGHT, JR. OF l . Its j JAMB E WROIT, JR. dop 726 hi a V in TX P.E. # 85726