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Home My WebLink About1801 S BROADWAY ST_06-1726_07-0041___________T _ � __ . _ __ _ . _, �_ —_ _ ., n PCB PATAK CONSipUtn0N. INCNC_ V " � .. DON WILSON "r JW (261)334-9&13 1927 Hwy.146 Fax:(291)330"9914 Kaman,T%n565 lib:1281 930 08N OVS� f L -'- Uy of to Porte Established 1892 ` Customer Service Inspection Certificate Name ofPWS G I T-y OF L-? Po ele PWSLD.#_/Dlo0fR —� Location of Service ./a o S . t3 rL.4 n 4-W b y . Reason for Inspection: New constriction ............................................... &F—� Existing service where contaminant hazards are suspected .............. ❑ Major renovationor expansion of distribution facilities ................: ❑ I s rAyyyi /► -e o24 iz upon iirspechon,of the private -water distribution facilities connected to the aforementioned public water supply do hereby certify that, to the best of my knowledge: (1) No direct connection between the public drinking watersupply and apotential source of Campllaitca contamination exists. Potential sources of contamination are isolatedfrom the public water ti♦� system by an air gap or an appropriate backflow prevention.asseinbly id accordance with Commission regulations: (2)-, No cross-connectionbetween the public drnkmgwatdmpply',andapnvatewater system exists. Where an actual air gap is noItmaintamed'between the public watersupply and a . private water supply, an approved reduced pressure -zone backflow prevention, assembly is properly installed and a service agreement'coc sts for annual inspection aid testing by a certified backflow prevention assembly tester. - (3) No connection exists which would Ao'W. the return ofwater usedfor condensing, cooling. or industrial processes back to the pubiic.mater (4) No pipe or pipe fitting which contains more War 8.0% lead exists in private water distribution facilities installed on or after July (5) No solder or flux which contains more than0.2%lead exists in private water distribution. facilities installed on or after July 1, 1988.'' - I further certify that the following materials were used in the installation of the private water facilities: /distribution Service lines Lead ❑ Copper, PVC' [IY Orb&. Solder,- - Lead ❑ Lead Free ,13 Solvent Weld ❑ Other Ma,Campli°nm 0 i[ 0 I recognize that this document shall become a permanent record of the aforementioned Public Water System and that I am legally responsible for the validity of the information I have provided. Sign re oflns tort IV4 Title Registration Number Type of Registration Date Final Inspection Check Sheet Residential Date: q,� 30 .0 Project File Review Ws 1-7 © rC 59rol2 Final Flood Elevation Certificate (if applicable) in file 2. Form Survey (if applicable) in file ':�PIT 3. Customer Service Inspection Certificate in file Na 4. Backflow prevention device test certificate(s) (bldg & irrigation) in file J&A 23 a25. Energy Code final certificate in file Yy 5 6. All iequired permits in file d X 7. All inspections on log complete . Field Review Ws 8-13 y� 5 8. Address # visible from street �v, 9. Sidewalk (if applicable) construction complete m 10. Drainage. to street per City standard m � 11. T-pole removed d 12. Fence (if applicable) in compliance Y- 5 13. Inspection ticket to identify if full or temp 30-day CO is authorized Inspector Signature Date SACPShareUNSPEMON DI VISIOMInspectionsTimi Impection Check SheetResNovO4.doc N U.S. DEPARTMENT OF, HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.1660-OD08 ' Federal Emergency Management Agency ExOires 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 CHARLES BERDON LAWRENCE Policy Number A2. Building Strut Address (inctudag Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1801 South Broadway City LA PORTE State TX LP Code 77571 A3. Property Description (Lit and Block Numbers. Tax Parcel Number, Legal Descrip4or. etc.) Lot 1, Block 1 Partial Reptat of Block 1218 of the Town of La Pots (F.C. No. 604075 H.C.MJQ A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) Residential A5. Latilude/Longitude: LaL N29 38W Long. W95 014 Horizontal Datum: ® NAD 1927 ❑ NAD 1983 As. Attack at least 2 photographs of the buffing if Ore Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number 1 AS. For a building with a crawl space or endosure(s). provide A9. For a bWd ng with an aMadned garage, pmvde: a) Square footage of crawl space cr encbsure(s) WA sq ft a) Square footage of a0a I garage 7.200 sq ft b) No. of pennarreat flood openings in the crawl space or b) No, of permanent flood openings in the attached garage endosure(s) walls within 1.0 foot above adjacent grade Wes/ walls within 1.0 foot above adjacent grade N A c) Total net area of flood openings in A8.b 1� A/ sq in Q Total net area of food openings in A9.b WA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFlP Cokmnundy Name & Community Number B2- County Name B3. State CITY OF LA PORTE 485487 1 Harris I Texas 134. Map/Panel Number B5. Suffer B5. FIRM Index B7. FIRM Panel B8. Fed B9. Base Flood Elevation(s) (Zone Data I Effedivenlovsed Data I Zonhe(S) AO, use base flood depth) 48201CO945 J 4ROM000 ll/W1996 X(SHADED) 13.0 B10. 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 Ina 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 construkbon of Be building Is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, Vt 30, V (with BFE), AR, ARIA, ARIAE, AR/AVA30, ARIAH, AR AD. Complate Iter s C2a+J below according to the budding diagram specified in Item A7. Benchmark Utilized RM 980 Vertical Datum NGVD 1929, 1973 ADJ Con versioNComments WA Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 15.1 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor wtl_ ❑feet ❑ meters (Puerto Rico only) R E C E I V L J c) Bottom of the lowest horizontal structural member (V Zones only) Lila_ [I feet ❑ meters (Puerto Rim only) d) Attacked garage (top of slab) 14.7 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing are bulling 14.8 ID feet ❑ meters (Puerto Rico only) AUG 2 S 2007 (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 13.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (RAG) 14.9 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR ENGINEER OR ARCHITECT CERTIFICATION This certification L5 to be signed and sealed by a Lind surveyor. engineer. or architect akdhk IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (Including Apt., Unit, Sure, andfor Bldg. No.) or P.O. Route and Box No. Policy Number 1801 South Broadway State TX ZIP Code 77571 . SECTION D Copy both sides of Ibis Elevation Certificate for (1) cwnmur ty ofTx7al. (2) irrurance agerdfcompany, and (3) building owner. Comments Item C2e Is an A/C Pad 7/3 0% SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Rem El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For' E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information forthe following and check the appropriate boxes to showwhether the elevation Is above or below the highest adjacent grade (NAG) 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 andfor 9 (see page 8 of Instructions). the next higher floor (elevation C2.b in the diagrams) of the buildrg 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 andfor 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 communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must codify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B. and E for Zoe A (without a FEMA Issed or oommunry-issued BFE) or Zone AO must sign here. The statementsinSecffonsA,AandEarecoacttofhebestofmyfoowledge. Property Ovaees or Owners Authored Representative's Name Cry stars Signature Data Telephone Comments Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the cm=nrys floodplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable rem(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation Mat 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. IrF'f �i ^7I'-_4—Cc'.:�..:i��n.:ii S�lt�!,T.t�i�..^^Tn.'Rif�3:i?i�`]• G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -bunt 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 Offidars Name Tire Community Name Telephone RFGEIVE!1 Signature Date Comments fl Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions . d COPY PERSON MAKING CITY OF LA PORTE RESIDENTIAL APPLICATION FOR UTILITY SERVICE(S) STREET ADDRESS (WHERE W/S IS LEGAL 19 0 a$ l 334--RB33 1801 s $1•oadwa.y -32.4• 11 a l$1- IJBD: o PROPERTY SIZE:* X 'qtu- = I so. I (* ON LARGE TRACTS, AREA DESIGNATED SHOULD INCLUDE UIRED SETBACKS - CHARGES WILL BE LIMITED O 10,000 UARE FEET MAXIMUM PER DWELLING UNIT). '0 o e WATER DEVELOPMENT FEE - $6.12 PER 100 SQ. FT. $ �•2 WATER TAP - $388.00 (5/8-3/4" TAP* ONLY) $ 38 $ TOTAL WATER CHARGES SEWER DEVELOPMENT FEE - $9.42 PER 100 SQ. FT.) $ I& `7A .Z SEWER TAP - $290.00 (4" TAP* ONLY) $ ;z 9 0 SEWER INSPECTION FEE $ 25.00 TOTAL SEWER CHARGES TOTAL WATER & SEWER SIGNATURE ( ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT 1 llt, IUt 1k�_ J_' NOTE: 0 OOO . .. $ /;L S.. / ao z• REQUEST AT THIS TIME. FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT. DATE OF PAYMENT: I n RECEIPT NUMBER: CLERK'.S.INITIALS. jWORK ORDEnR^NUMBEI r,Im SACPShareUNSPECTION DIVISIONUnspections\Water & Sewer tie on Res-prop.doc zi 7-26-05 Rev. CITY OF LA PORTE, TX *** CUSTOMER RECEIPT *** •' f •TrA- if Ratch ID: PE_CHAVEZ 11/16/06 01 Receipt no: 16595 Type SvcCd Description Amount 2006 1726 BP PERMITS Qty 1.00 $4975.75 1801 S BROADWAY G GMBA/MISC RECEIPTS Qtv 1.00 $808.00 1801 S BROADWAY PATAK CONSTRUCTION INC 1927 HWY 146, KEMAH, TX 77565 Tender detail CK Ref#: 11872 $5783.75 Total tendered: $5783.75 Total payment: $5783.75 Trans date: 11/16/06 Time: 11:33:31 THANK YOU FOR YOUR PROMPT PAYMENT CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 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 . . . . . . 8/30/07 Parcel Number . . . . . 024-234-018-0001 Property Address . . . 1801 S BROADWAY ST LA PORTE TX 77571 Subdivision Name . . . LA PORTE Legal Description . . . LTS 25 THRU 32 & E 115 FT OF LTS 1 THRU 8 ELK 1218 LA PORTE Property Zoning . . . . RES - HIGH DENSITY Owner . . . . . . . . . LAWRENCE C BERDON Contractor . . . . . . PATAK CONSTRUCTION INC 281 334-9833 Application number 06-00001726 000 000 Description of Work NEW, SINGLE FAMILY ATTACHED Construction type . . . WOOD FRAME (TYPE V) Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . Approved . . . . . . . Qyuk��-- �l 1�Ar Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CL RESIDENTIAL W & S WORK ORDER#. DATE Ito to 6 NEW _ADDITION-. PH#� P,w . NAM ADDRESS REQUEST ZONING CLASSIFICATION FLOOD ZONE BLDG PLANS SUBMITTED BLDG PLANS REVIEWED FEES PAID 1 n 0 ul_� U WATERFRONT FT FEES 00 SEWER FRONT Fr FEES ou WATER TAP SEWER TAP FLOOD ZONE PERMIT (required if AE or VE zone). BUILDINGPERMrr PLAN REVIEW FEE TIE TM vv1w "XuvrlvvAA PARK LAND FEE -ZONE EL PE T 0 24 TEMPORARY POWER POLE PLUMBING PERMIT My PERNUT h 71 s ym� NIA Oo/ -i7a1� INSPECTION DATE RESULT INSPECTOR REMARKS - IZ-Z7-.. k z c �.K FAXED: /a117 D(. T POLE CONST ELEV CERT recwd if in AEIVE zone FORM SURVEY ` �../ If applicable) - O GROUND PLUMBING / 74-4'7 c le JL _ PIERS SLABIFOUNDATION /-z4.-ol 44-1 T�- JVL WATER SERVICE LINE Ot 06 ! 'l SEINE -q-o Cw— d ELEC NDERGROUND 59 14-0-1 ND 6&4 Su_ca. u� L (If applicable) COVER-UP M-/3.0 ! �.- �S 7C. OX 70 ,%iS(>/QfE LEAD TEST BRICK TIE N A D AY 9 O Am — Act. ALKS FINAL DRAINAGE/GRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12. OR MORE ABOVE SFE: (YES) OR (NO) 3`l -O'7 �{ �"� p wl FAXED: GAS FINAL I--- Z y FAXED' 7-ZS'07 ELECTRIC FINAL OTHER (patiu tM S lers etc. t at r its f`.dn. 1 FINAL I j C /kID A u-f IMa y 5.9-6? ok- , l JC. ° S:ICPSNARMNSPECTIONSDMSION4NSPECTIONSIRES-COMLII PSN ETOGTJ�S 7 INSPECTION DATE .= RESULT - INSPECTOR REMARKS:, 1-7-07 c� � T.c 1 ta - C -(a o cop- CA"All-lp d . FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) I F____. S:\CPSH REVNSPECTIONSDMSIONflNSPEC nONS%RESAOML INSP SHEET.tOE.XLS City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 06-00001726 Date 11/16/06 Property Address . . . . . . 1801 S BROADWAY ST HCAD Number . . . . . . . . . 024-234-018-0001 Application type description NEW, SINGLE FAMILY ATTACHED Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - HIGH DENSITY Application valuation . . . . 350000 Owner Contractor ------------------------ ------------------------ LAWRENCE C BERDON PATAK CONSTRUCTION INC PO BOX 1343 1927 HWY 146 HOUSTON TX 772511343 KEMAH TX (281) 334-9833 -------------------------- Structure Information 000 000-------- Construction Type . . . . . WOOD FRAME (TYPE V) Occupancy Type . . . . . . RESIDENTIAL Other struct info . . . . . FLOOD ZONE AE 77565 --------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -NEW RESIDENTIAL Additional desc . . CONST.HOUSE W/ATT.GARAGE Permit Fee . . . . 1812.50 Plan Check Fee . Issue Date . . . . 11/16/06 Valuation . . . . Expiration Date . . 5/15/07 906.25 350000 Qty Unit Charge Per Extension BASE FEE 687.50 250.00 4.5000 THOU BLDG - 100,001 - 500,000 1125.00 ---------------------------------------------- Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ------------------------------ Other Fees . . . . . . . ------------------------------- Fee summary Charged ---------------------------------------- SEWER-RES. CONNECTION 942.00 SEWER - TAP 290.00 SEWER INSPECTION FEE 25.00 WATER - RES. CONNECTION 612.00 WATER - TAP FEE 388.00 ---------------------------------------- Paid Credited Due City of La Porte ' 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Application Number ----------------- Permit Fee Total Plan Check Total Other Fee Total Grand Total c� 1812.50 906.25 2257.00 4975.75 Page 2 06-00001726 Date 11/16/06 -------------------- 1812.50 .00 ---------- .00 906.25 .00 .00 2257.00 .00 .00 4975.75 .00 .00 (SAUN OFBUOILD GT FOCIALTORRAUTHORIZED)AGENT) D I0 SEP-14-2006 THU 01:04 PM FAX N0, RECEIVED P. 01 PERIN r A"IJCA!nON g P 15 2006 City Of La Forte Established 1892 281-470-5073 Md ,� Building Mechanical "Electrical _ _ 'Phunbing Owner's Contractor Email 0 ti w. 1 .1 ' /� �ah»>non:�b Z25 0 % U U r Occupancy Type,_._" 3 Flood Zoo& Class Work S F .h Sq. rt�3Z Cang4=tion Type V Use Zone_ H Smries Padring Rcq Lad use of Buil�g N /i Dato use ceased ti ;;Q Commercial Dnildmgs Plam S?n1 Rm Mmshal Approvw Date fur Lasuance Bye//i� �c ��y n V _�_. �.��m��. Qo.w��._• J Permit No.1J4? -1 1,6(0 Permit Fee 1571 a . s u Plan Check e2D/ �5, oA�w INSPECTOR COMMENTS City of La Porte PLANNING DEPARTMENT CHECKLIST For Street & Alley Closing Requests SAC-2005-04 Applicant: C. Berdon Lawrence Description of Request: South "R' Street between Blocks 1218 & 1255, Town of La Porte EXISTING PUBLIC UTILITIES WITHIN CLOSING City Water Line(s): 8" Water Line along North side of South"' Street; Easement to be retained City Sewer Linc(s): No Existing Sanitary Sewer Lines within right-of-way in question Centerpoint: No Objections to Closing Southwestern Bell: No Objections to Closing Entex: No Objections to Closing Time Warner: No Objections to Closing POTENTIAL EFFECTS OF CLOSING RIGHTS) OF -WAY On Adjacent Properties: No effect on adjacent properties On Emergency Vehicle Access: No effect on Emergency Vehicle Access Future Plans for Streets: No Future Plans for Streets Future Plans for Utilities: No Future Plans for Utilities Future Plans for Drainageways: No Future Plans for Drainageways within alley Ft ow go COMPREHENSIVE PLAN CONSIDERATIONS Thoroughfare Plan: No effect on Thoroughfare Plan Master Drainage Plan: No effect on Master Drainage Plan Land Use Plan: Lqw Density'Residential Uses Zoning: R 3, :' Parks Map: Flood Zone: Perk Zone 9 Zone"X" as per F1R.M. 48201CO9451(dale 1116196) Future Projects And / Or Other Considerations: PLANNING DEPT. COMMENTS & RECOMMENDATIONS Staff recommends closing, vacating, & abandoning the South " K' Street between Blocks 1218 & 1255, Town of La Porte as requested by C. Berdon Lawrence. Planning Died"/ Date RESIDENTIAL x 7/ 3 -'f 3 S / s- / 3 /Fo (INTERNAL USE) ADDRESS: -ram � S 13r i a W w .9 OWNER'S NAME: �1 w f a Nc e PROJECT TYPE: ,S F A NEW: � FLOOD ZONE: VA r NO PUT, N r. _. . •:.i:i FILL DIRT APPL/PERMIT CLEARING PERMTT NEEDED? 4m S W/S FEES APPLICABLE?: 1 ADDN: HTE LOC#: SUBMATE After 10-24-05 After 10-24-05 (If yes, permit cannot be issued.) (If yes, permit cannot be issued.) If yes, figure fees. If no, use w/s form to explain why they are not) < 500' From residence City County fate 12' - $50.00 13'-25' - $100.00 DATE OFREVIEI INSPECTOR: TG ITEMS NEEDED FOR ISSUANCE OF PERMTT: 1. CURRENT INSURANCE CERT. (if applicable ✓ ,+. 3 w.Q r . y.,w.a f�� s 5�- />�/�'� 7 . �M T G iY.7—t/31 fAw sw, I oTe Qom! �l3 Qr Air -rT nv% y eAcR To f i•..-% DATE 5�g y �l o G OWNER OR CONTRACTOR NOTIFICATION TIME NAME OF PERSON CONTACTED E7 q,'.-e e /(.z° e S 30 14 /1 S:\Clty Plamd.p ShveW SPECTION DMSION\ImoecfbmVtES PLAN RFV1E tr[ my ah�etdoe Y��; /Jim 10 PATAK CCNS=CnCN INC• TIM PATAK 281 334-9833 1927 Hwy. 146 Fax: ((281 334-9814 Kemah, TX 77565 Mobile: (281 830-4355 A, 4 -! t ,Page I Plan Review Checkhst Good drawings are one of the most important steps in completing your project. They will be used to cost out the job, get estimates from any subcontractors, show details in legal documents, and obtain necessary permits. If you are doing a simple project, you may be able to do all the drawings yourself. A project that involves no new construction may need only one or two drawings called FLOOR PLANS showing the house as it is now and what it will look like when the job is completed. For construction outside the existing walls of your home (a room addition or to build a new home), you will need several drawings in addition to your floor plans and your plot plan. Furnish two sets of plans includine these items: Survey of Property (IRC R105.3) Yes or No Site Plan to Scale showing North anew (IRC R106.2) Yes or No Indicating: Yes or No Yes or No --Showifappiinabil Yes or No o Yes or No - Yes or No .-- {fj3VTmrmum o o �6fr`-street- _paricing3paeesprovid6d --(C-ity-0rdinance-t66=839)- Yes or No -{g}-Briveway slz , - �miaee- -—(re-concnete�phalt) Yes or No all roofed areas) ;rP or No Foundation Plan (IRC R106 L I) or No Structural Framing Plan (IRC R106. L I) or No Exterior Elevation Plan (flC R106.1.1) or No Electrical Drawings (IRC R106.1.1) or No Plumbing Drawings (IItC R106.1.1) or No Mechanical Drawings (IRC R1061.1) a�97 or No Drainage Plan (IRC 106.1.1) Yes or . PagelBmmReiewChwMist Completed Flood P ' Development Permit i wilding is in r "VE" Flood Zone Slab Elev 'on (If applicable) Energy Analysis Completed Cit n/Developer A Form Completed Petitio o Tie on to Exist afar/Sewer Mains Completed Cle g Permit lcation (if applicable) Completed F' Permit plicaionn (if applicable) Current Certificate of ance Drivewa e-In Fee Applicable Roadway Jurisdiction (Permit) Fire Hydrant Coverage < 500' from residence DISTRICT an lot size 1 acre or more lot width (City Ordinance Sec. 94-64) Yes or (IRC 1061.3 & Yes or Resolution 99-31) (Semite Bill - State Law Yes or Effective 9-1-02) (IRC R105.3) Yes or No (City Ordinance 759 F) Yes or No (City Ordinance 1501 Ri) Yes or No (City Ordinance 1444 A) Yes or No (City Ordinance Sec. 82-35) Yes or No 12' - $ 50.00 13' - 25' - $100.00 Yes or QD City County State (Sec. 603.1.3.2 1994 Fire Coale Amen&nents Yes or No CC approved 10-24-05 Ord 1501-T4 Yes or No CC approved 10-24-05 Ord 1504 - T4 Yes or No SACPShareUNSPECUON DIVISIONUmpedionsTES PLAN REVIEW CHECKLW.dwi 10205 INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET TO: I3a� �✓�`% �/� 1010 u-1' :��'i FAX: %/ 3 143 S / 5� / ) PAGES (W/COVER): m- o/yel V GAG DATE: 1 02 8 © 6 TIME: /a: 5 0 REMARKS/COMIv1ENTS If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 S:\CPSha eUNSPECIION DIVISIONUmpectiewWAX COVER SHEET REV5-05.doc . M��c%K�cNc�c�K�KMc��i��clK'�(��NtNcWW�iK��C�C&��K�W,�KMc�CN(�W7K7KM��C�%CIK��NcIKN(��C�C�C�NNcN(NcN(Nc��KN(Nc�C�W.Mc�C%K��NcNc�N��K�W�W�M�t�MM��;Y.� r>,. P. 0.1 TRANSACTION REPORT SEP-28-2006 THU 10:42 AM , DATE START RECEIVER TX TIME M PAGES'TYPE NOTE M# DP SEP-28 10:42 AM 97134351.513 44"(1) 2 SEND OK 163 TOTAL 44S PAGES; 2 INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY 9 LA PORTE, TX 77571 PHONE; (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET TO: I3o� E r�- �'�" City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 07-00000041 Date 1/17/07 Property Address . . . . . . 1801 S BROADWAY ST HCAD Number . . . . . . . . . 024-234-018-0001 Application type description ADDN, GARAGE/CARPORT-RESIDENTIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - HIGH DENSITY Application valuation . . . . 50000 Owner Contractor ------------------------ LAWRENCE C BERDON ------------------------ PATAK CONSTRUCTION INC PO BOX 1343 1927 HWY 146 HOUSTON TX 772511343 KEMAH TX 77565 (281) 334-9833 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME (TYPE V) Occupancy Type . . . . . . RESIDENTIAL Other struct info . . . . . FLOOD ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -RESIDENTIAL ADD ON Additional desc . . BLD ATT GARAGE & WORK SHOP Permit Fee . . . . 387.50 Plan Check Fee 193.75 Issue Date . . . . 1/17/07 Valuation . . . . 50000 Expiration Date . . 7/16/07 Qty Unit Charge Per Extension BASE FEE 20.00 49.00 7.5000 THOU BLDG - 1,001 - 50,000 367.50 ---------------------------------------------------------------------------- Special Notes and Comments - 1. LOCATE AS PER SITE PLAN. 2. REMOVE AL L DEBRIS. 3. UNLOAD MATERIALS ONTO OWN P ROPERTY. 4. CALL FOR INSPECTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- Permit Fee Total ------------------------------ 387.50 387.50 .00 ---------- .00 Plan Check Total 193.75 193.75 .00 .00 Grand Total 581.25 581.25 .00 .00 ------'^-----=-=--��`I'--=-=--------- ------------------- ----------------- (S GN U E�CONTRACTOR OR AUTHORIZED AGENT) (AP R E BY BUILDING OFFICIAL OR AUTHORIZED AGENT) m Wlbd Lov, c-cc-o7 JAN � 0 20� PERMIT APPLICATION of �� ity of La Porte Establ-Avwtvt'" 281-470-5073 JAN 1.. 0 2007 Buil echanical *Electrical *Phimbmg *(See back of form) Project Address: 1 i5 U t h.9-bd7, �z Lot: .4 71 - J L t r r 1. Vr- Z-o-rs /-6 Subdivision: L A /004i Block: 121 8 4 41-4e/ Owner's Name: 2.Gd t7o�v �oLAN1t`_-, T�e L4wt2et.4? one: Address: 37 b 7 I' N OLI-.O60D h I biA5TP 4 77 L I �I p * Ztp ��Street City � CJ�a 8 /- S 3 0. -r Contractor: � ,,4T/1 i� CN�STCu/ i 7a / Phone: �I - 33L -'193 �7 Address: 1127 NWZ 14 4 9,t -t 41 Street City Zip Contractor Email address: Fax 2-91- 334 - ! 8/ `I Contact Person: LAp n) Building Use: S5Vddgr INOD+LSNJ� fi �/J?�1� Valuation: �t7 d d Sq. Footage: # Stories DesenbeWork: !RU/4O ,47 ;4(2✓�GD r-10✓ 131-D- For City Use Only 6-pw -ro Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type l/ Use Zone k2 # StoriesParldng Rea Last use of Buil�+�rg �J Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: CE:P_Special Residential driveway tie-in Parkland(New Res. Only): Zone # -rq Fee: Permit No. D 7 - O D q Permit Fee Plan Check Fee: .� z -- s: crsn�va sw� ama —/ /'3 — G vn/ COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $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 Reinspection Fee $35.00 each MOTORS: Up to but not including''/z hp $ 1.50 each t% by and less than 10 by $ 2.50 each 10hp&up to50hp $3.50each 50 hp and up $ 4.50 each Total Fee $7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MOM" CHARGE ON PERMTT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/DrainsfFraps $ 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, flatfee) $ 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 (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:ICPSL=UNSPP.CTTIin ONDMSIONspectio \Bldg P=mi[Applside2ll2gO5AM 7 CITY OF LA PORTE, TX *** CUSTOMER RECEIPT *** Batch ID: PE_CHAVEZ 1/17/07 01 Receipt no: 42982 Type SvcCd Description Amount 2007 41 BP PERMITS Qty 1.00 $581.25 1801 S BROADWAY PATAK CONSTRUCTION INC 1927 HIGHWAY 146 KEMAH, TX 77565 Tender detail CK Ref#: 12051 $581.25 Total tendered: $581.25 Total payment: $581.25 Trans date: 1/17/07 Time: 11:23:50 THANK YOU FOR YOUR PROMPT PAYMENT City of La Porte 604 W Fairmont Pkwy ' La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ----------------------------------------------------------------------- Application Number . . . . . 06-00001726 Date 4/03/07 Property Address . . . . . . 1801 S BROADWAY ST HCAD Number . . 024-234-018-0001 Alternate Search Method . . . Application type description NEW, SINGLE FAMILY ATTACHED Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - HIGH DENSITY Owner ------------------------ LAWRENCE C BERDON PO BOX 1343 HOUSTON TX Contractor ------------------------ PATAK CONSTRUCTION INC 1927 HWY 146 772511343 KEMAH TX 77565 ------------------------------------ Permit . . . . . . ELECTRICAL Additional desc LANDSCAPE, Sub Contractor FACILITIES Permit Fee . . . . 20.00 Issue Date . . . . 4/03/07 Expiration Date . . 9/30/07 (281) 334-9833 --------------------------------------- PERMIT COLUMNS, GATE ELECTRIC Valuation . . 0 Qty Unit Charge Per Extension BASE FEE 7.70 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 13.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 7.80 1.00 1.5000 EA EL -MOTORS UP TO NOT INC. 1/2H 1.50 ---------------------------------------------------------------------------- Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE. RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ----------------------------------------------------------------------- Fee summary Charged Paid ---------- Credited ---------- Due ---------- ----------------- Permit Fee ---------- Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 ------ - =- --- - - ---------------------------------------------- Sig t e &f Con ractor or Authorized Agent Date C _' 4/ Approved by Building Official or Authorized Agent Date PERWr APPLICATION of a City of La Porte Established 1892 `�qm 281-470-5073 Building Mechanical *Electrical *Plumbing *(See back of form) Project Address: g� S R-0 Ah W NY Lot: Owner's Name: L/� W� Phone: Address: Street City Contractor: FAC.1L�l'rtL`3 ELMM Ci Adds v 12-933 P1� zip 'hone: 77— 6 76 / >r 7,2o 41 Street City zip Contractor Email address: 021 b(- e FA -CI U %X-3 6L$ 7 f3 - 6 Contact Person: SME 6 LL. Building Sq. Footage: # Stories . ' 616,r7-S Xpa. Describe Work: C29GUrb✓ 4161Srs & GA7E �7fD� ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT TIlVIE OF FINAL INSPECTION. Occupancy Type Flood Zone Construction Type Use Zone Last use of Building Commercial Buildings Plans Only -Fire Marshal Checked/Approved for Issuance By: CE: Special Conditions: 2 �0 GIbL Class Work Sq. Ft. # Stories Parking Req, use ceased: Taxes HCAD Residential driveway tie-in fee: Parkland(New Res. Zone # Fee: Pe.rmit No. ermit Fee U Plan Check Fee: 1:ICPa-11-pea;—�B14P�ft4pO42406.ao. COMPLETE THIS SECTION FOR EL CTRICAL PERMITS:: NOTE: MINBfUM CHARGE ON PE) (S) IS $20.00 Description Charges \ Quantity Fees PERMIT ISSUE FEE Outlets, Fildures, Lights & Switches (V 5 - Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range Receptacle Cook Top or Oven A/C, Window Unit Receptacle Water Heater Dishwasher/Garbage Disposal Meter Loop & Service (includes Temporary cut -in) Temporary Saw(Pole (T Pole) Reconnection of Service - Reinspection Fee $7.50 $7.50 $ 3.00 L .60 each $ 2.00 each $ 3.00 each $ 1.50 each $ 3.00 each $ 3.75 each $ 1.50 each $15.00 each $15.00 each $15.00 each $35.00 eacli MOTORS: )\,. Up to but not including'/: by , $ 1.50each I_ 'h hp and less than 10 by $ 2.50 each 10 hp & up to 50 hp $ 3.50 each ot� 50 hp and up $ 4.50 each Total Fee � p) COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 \ ndures/Diabui/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Se, page Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 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 (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:\CPSh=UKSP=0N DMS10NUnspectiowWdg Permit Appl side2 112SD5.doc $15.00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 06-00001726 Date 3/02/07 Property Address . . . . . . 1801 S BROADWAY ST HCAD Number . . . . . . . . . 024-234-018-0001 Alternate Search Method . . . Application type description NEW, SINGLE FAMILY ATTACHED Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - HIGH DENSITY Owner Contractor LAWRENCE C BERDON PATAK CONSTRUCTION INC PO BOX 1343 1927 HWY 146 HOUSTON TX 772511343 KEMAH TX 77565 (281) 334-9833 Other struct info . . . . . FLOOD ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc INSTALL NEW 4 TON HVAC Sub Contractor CONSTRUCT AIR AND HEATING Sub Contractor CONSTRUCT AIR AND HEATING Permit Fee . . . . 60.00 Issue Date . . . . 3/02/07 Valuation . . . . 10350 Expiration Date . . 8/29/07 Qty Unit Charge Per Extension BASE FEE 30.00 10.00 3.0000 THOU MECH - $1001 & UP 30.00 Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- Permit Fee Total ---------- 60.00 ---------- 60.00 -------------------- .00 .00 Grand Total 60.00 60.00 .00 .00 Si for or authorized agent Approved by Building Official or authorized agent Date Date PERMrr APPLICATION ,F A City of La Porte Established 1892 281-470-5073 BuildingMechanical *Electrical *Plumbing - *(See back of form) Project Address: Owner's Name: f''l//�� C�r1C'i __ nn II Phone: Address: ! CIl 7-? PlU�'� ! i.Xn !�1 f `% 7<C S Street ICity Zip Contractor: C41S-MALc &'C L M �wF `-L- Phone: I3 `t37-( (Q 54f iE c l-izax %-Oo -- -- Street City Zip Cat'C cclP'._ti1ew� Contractor Email address: @ 51P7qa -Ybe-'f" Fax'7I3—cT37—CM Contact Person: PpIF_ Engineer: Building Use: ii'y`o C— NC3F valuation: 101,3 50 Sq. Footage: # Stories Describe Work:21Y5;M I lA�_W k`_ « prIC Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req_ Last use of Building Date use ceased: Commercial Buildings Plans QWy-Fire Marshal Approval Date Checked/Approved for Issuance By: Date_ CE: Special Conditions: Taxes HCAD l -7 Z/ Residential driveway tie-in fee: l� Parkland(New Res. Only): Zone # Fee: Permit No.66— Permit Fee & b _ O o Plan Check Fee: SACPSh=\Inspemioa IdgPer2kApp042406.doo COMPLETE THIS SECTION FOR EL CTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PE(S) IS $20.00 Description Charges \ Quantity Fees PERMIT ISSUE FEE $7.50 . $7.50 Outlets, Fbitures, Lights & Switches Q' 5 - Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer $ 2.00 each I 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 Reinspection'Fee $35.00 each MOTORS: Up to but not including %: hp $ 1.50 each '/z by and less than 10 hp $ 2.50 each' 10hp&upto50hp $3.50each 50 by and up $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fbaures/DrainsfFraps $ 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 Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S.�CPSh=UKSPEMON DIVISIONUnTcdi ns\Bldg Pe[mR Appl side2112805.dm City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 06-00001726 Date 12/20/06 Property Address . . . . . . 1801 S BROADWAY ST HCAD Number . . . . . . . . . 024-234-018-0001 Alternate Search Method . . Application type description Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . Owner NEW, SINGLE FAMILY ATTACHED LA PORTE REAL VACANT RES IN CITY RES - HIGH DENSITY Contractor LAWRENCE C BERDON PATAK CONSTRUCTION INC PO BOX 1343 1927 HWY 146 HOUSTON TX 772511343 KEMAH TX 77565 (281) 334-9833 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW ELECTRICAL-RES & SHOP Sub Contractor R MITCHELL ELECTRIC INC Permit Fee . . . . ' 153.30 Issue Date . . . . 12/20/06 Valuation . . . . 0 Expiration Date . . 6/18/07 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 183.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 109.80 2.00 2.0000 EA EL - CLOTHES WASHER/DRYER 4.00 1.00 3.0000 EA EL - RANGE RECEPTACLE 3.00 2.00 1.5000 EA EL-DISWASHER/ GARBAGE DISPOSAL 3.00 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.00 2.00 1.5000 EA EL -MOTORS UP TO NOT INC. 1/2H 3.00 2.00 2.5000 EA EL - 1/2 HP AND UP TO 10 HP 5.00 ---------------------------------------------------------------------------- Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited --------------------------------------------------------- Due (281)470-5073 Application Number Permit Fee Total Grand Total City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------- Page 2 . . . 06-00001726 Date 12/20/06 153.30 153.30 .00 .00 153.30 153.30 .00 .00 of Contractor or Authorized Agent Bu11aing Uiilclal or AutnorlZea Agent PERMIT APPLICATION City of LaPorte Estab&bed 1892 0 281-470-5073 i Building Mechanical *Electrical *Plumbing *(See kofform) Project Address: �@L4. (✓aq Lot: Subdivision: Block: Owner's Name: L& DA/ I/9t•/R6dCd Phone: 71j , x/3S% %YB9 Address:_PO 12011 MkQ Street City Zip Ntreet Urty Zip Contractor Email address: Fax: odd/-'YFG 7y(, / Contact PersonAR&2P AJj Vft& Building Use: Rfj� f VAj/Z 4 uJ£— 5MOR Sq. Footage: # Stories Valuation: a `�4�� Describe Work: Attu) f+ we /LtWCAeWf a6A ARL7NKsQ ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT TIME OF FINAL INSPECTION. Occupancy Type Flood Zone Class Work Sq. Ft. a Construction Type Use Zone # Stories ' ' Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checke&Approved for Issuance CE: Special Taxes HCAD Residential driveway tie-in fee: Parklan !e3� es. 1 one # Fee: Permit No ` / / Permit Fee `� Plan Check Fee: 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 `t 5 -Flat fee) $ 3.00 - 3! Above Items (All Others) .60 each / P *0 Clothes Washer/ Dryer - $ 2.00 each Z' Al.cia Range Receptacle $ 3.00 each 3.00 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 Z 3.00 Meter Loop & Service (includes Temporary cut -in) $15.00 each iC00 Temporary Saw Pole (T Pole) $15.00 each B 'Reconnection of Service $15.00 each Reinspection Fee . $35.00 each MOTORS: Up to but not including '/2 hp $ 1.50 each '/z hpand-less than 10 hp - $ 2.50 each z D a 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee' COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ T50'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 Breaker/Backflow, Protection Each One (1-9) , $ 3.75 each Each One (OverV $ 2.25 each Reinspection Fee $35.00 each Total SACPSh=UNSPECTION DMSIONHnspectionslBldg Permit Appl side2112805.dw C" " . -.. _. City, of La Porte 604 W•Fairmont Pkwy La Porte., Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ------------------------------------ -------- -- Application Number 0 - 000665 Date 5/07/07 Property Address . . . . . 1801 S BR DWAY ST HCAD Number . . . . . . . . . 024-234-018-0001 Alternate Search Method . . . Application type description MECHANICAL ONLY Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - HIGH DENSITY Owner Contractor LAWRENCE C BERDON CONSTRUCT AIR AND HEATING PO BOX 1343 3814 JACKSON BLUFF HOUSTON TX 772511343 KATY TX 77449 ---------------------------------------------------------------------------- Permit . . . CAL PERM Additional desc SPLIT HEAT PUMP FOR MET BLDG Permit Fee . . . . Issue Date . . . . 5/07/07 Valuation . . . . 3472 Expiration Date . . 11/03/07 \ Qty Unit Charge Per Extension BASE FEE 30.00 3.00 3.0000 THOU MECH - $1001 & UP 9.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 39.00 39.00 .00 .00 Grand Total 39.00 39.00 .00 .00 Signature of contractor or authorized agent Approved by Building Official or authorized ------------ ------ Date M Date PERMIT APPLICATION ,F A City Of La Porte Established 1892 >,• �'m 281-470-5073 Building Mechanical *Electrical *Plumbing *(See back of form) Project Owner's Name: iG r4 S�c; Phone: Street City Zip Contractor: (Cl " -IAe� U-iC.. Phone: —7 � 5 --9 3-� � l; 0 C3 Street City Contractor Email address: Fax: Contact Person: Building Use:RP r% _ Sq. Footage: # Stories___(_____. ` Valuation: 3 i DescnbeWork:�� M(NlSP(K T)yL Sf ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT MIE OF FINAL r INSPECTION. ' `-o NOT A VALID PERMrr UNTIL OWNER IS O D OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL. APPLICANTS SIGNATURE DATE: �� APPLICANTS PRINTED NAME For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories , Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only Fire Marshal Checked/Approved for Issuance CE: Special Taxes HCAD Residential driveway tie-in fee: SB � Parkland(New Res. Off : Zone Permit No. v �— Permit Fee Plan Check Fee: S:\Cpa=Vnspectiom\131dgPermitAppO4M6.doc COMPLETE THIS SECTION FOR ELkCTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERT(S) IS $20.00 Description Charges \ Quantity Fees PERMTr ISSUE FEE $7.50 ` $7.50 . Outlets, Fixtures, Lights & Switches (1st 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 `• % ' Rein'spection Fee ,, $15 00 each V $35.00 each MOTORS: Up to but not including %z hp $ "0 each '/z by and less than 10 hp $ 2.50 each 10 hp & up to 50 by $ 3.50 each 50 hp and up $ 4.50 each cl0- Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges .. , Quantity ..; ,Fees r— r PERMITISSUE�FEE $15.00 $15:00 Fixtures/Drains/Traps SewBr,(New, Repair, or Replacement). $ 3,75 each $. 7,50 Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 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; (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:\CPshaz \INSPEcuoN DmsIONumpectioms Bldg Pmoft Appl side2112805.dco City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number . . . . . . . . . Alternate Search Method . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Owner 06-00001726 1801 S BROADWAY ST 024-234-018-0001 NEW, SINGLE FAMILY LA PORTE REAL VACANT RES IN RES - HIGH DENSITY ------------------------ LAWRENCE C BERDON PO BOX 1343 HOUSTON TX 772511343 Contractor ---------------- Date 12/15/06 ATTACHED CITY ------------------------ PATAK CONSTRUCTION INC 1927 HWY 146 KEMAH TX 77565 (281) 334-9833 --------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . NEW PLBG. Sub Contractor . . BRENTON PLBG Permit Fee . . . 90.00 Issue Date . . . . 12/15/06 Valuation . . . . Expiration Date . . 6/13/07 Qty Unit Charge Per BASE FEE 11.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS 1.00 7.5000 EA PL - SEWER-NEW,REPAIR,REPLACE 1.00 3.7500 EA PL - WATER HEATER 1.00 7.5000 EA PL - GAS SYSTEM (1-4 OUTLETS) 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 2.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 ----------------------------------------------------------------- Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ----------------------------------- Fee summary Charged ----------------- ---------- Permit Fee Total 90.00 Grand Total 90.00 0 Extension 15.00 41.25 7.50 3.75 7.50 7.50 7.50 ------------------------------- Paid Credited Due --------------------------- 90.00 .00 .00 90.00 .100 .00 PERmrr APPLICATION OF City of La Porte Established 1892 ! OVA ,; �� •• : m 281-470-5073 Buildin' ' Mechanical *Electrical *Plumbing k g 'b I *(See back of form) Project Address: / 0 / S 6r O 8.d ujs I of Subdivision: L-.,,A- -PO fc T— Block: Owner's Name: LAW K, E►\1OE C. & 2A 0 d Phone: Address: P 0 6 u 13,13 1-3 c 3 A, T•,o a S Street city Zip street city .( /_1p _ u_ OJE n Contractor Email addressau� rc,�co S BC 0407 2 11 - 3? 1 -16 G 2. Contact Person Engineer. P ^ T A lL Cow S-Mye-TIoN Building Use: R-O T I Q!k CA c� Valuation: 0o v Sq. Footage: 31 q 'I it Stories Descnbe Work LL& 6wo For City Use Only Ocmpancy Type Flood Zone Class Work Sq, Ft. Construction Type Use Zone # Stories Parking Reck Last use ofBuildino Date use ceased: Comercial Buildings Plans Only Fug Marshal Approval Date Checked/Approved for Issuance CE: SPecw Residential driveway tie-in Al M Zone Plan Check Fee: S:\CPSh=Umpeclio XadO= itApp z406.d- 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 1 (includes Temporary cut in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including''/z hp $ 1.50 each %z "and less than 10 hp - ,, _, $ 2.50. each: : 10hp&up to50hp $3.50each 50 hp and up $ 4.50 each . , -• Total Fee ' COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE- MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 / $15:00 esraps 3.75each Seweror Replacement) eachNwpair, —:-: Septic Tank/Seepage PhOrain Field.:.: $15;00 each Water Heater $ 3.75 each... , Gas Piping System (1-4 outlets,; flat fee) $ 7.50 Gas Piping System (over 4 oudeiseach) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or water J Treating Equipment , z - $ 7.50 each Repair/Alteration — Drain or Vent $ 7.50 each Each. Vacuum BreakerBackflow Protection Z Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee . $35.00 each Total T S:1CPSh.UNsp=ONDIV1SMNUmpecli= Bldg P¢mIIAppl side2112805.dw 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 . . . . . . . ---------------------------------------- 06-00001726 Date 12/20/06 1801 S BROADWAY ST 024-234-018-0001 NEW, SINGLE FAMILY ATTACHED LA PORTE REAL VACANT RES IN CITY RES - HIGH DENSITY Owner Contractor ------------------------ ------------------------ LAWRENCE C BERDON PATAK CONSTRUCTION INC PO BOX 1343 1927 HWY 146 HOUSTON TX 772511343 KEMAH TX 77565 (281) 334-9833 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc T-POLE Sub Contractor R MITCHELL ELECTRIC INC Permit Fee . . . . 22.50 Issue Date . . 12/20/06 Valuation . . . . 0 Expiration Date 6/18/07 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 15.0000 EA EL - TEMPORAY SAW POLE(T-POLE) 15.00 --------------------------------------------------------------------------- Special Notes and Comments 1. REPLATING OF PROPERTY REQUIRED. 2. CE RTIFICATE OF OCCUPANCY FOR THIS PROJECT TO BE ISSUED AFTER DEMO OF EXISTING CARE TAKER RESIDENCE. 3. REMAINING BUILDABLE AREA = 3399 SQUARE FT. 4. KEEP STREETS A ND SITE CLEAN. 5. PORT -A -CAN REQUIRED. 6 . EROSION CERTIFICATE REQUIRED. 7. CALL FOR CITY INSPECTION. 8. THIS PERMIT ISSU ED FOR HOUSE AND ATTACHED GARAGE SLAB. P ERMIT FOR ACCESSORY STRUCTURE TO BE ISSU ED AT A LATER DATE. ---------------------------------- Fee summary Charged ----------------- ---------- Permit Fee Total 22.50 Grand Total 22.50 ----------- - / ------------------------------- Paid Credited Due --------------------------- 22.50 .00 .00 22.50 .00 .00 qContractor or Authorized Agent Building Official or Authorized Agent t/ 1� Building Project Address --A Subdivision: Owner's Name: Address:_ - Contractor Address: Street Mechanical PERMT APPLTCATiON City of La Porte 281-470-5073 0 City *Electrical *(See back of for Established 1892 *Plumbing Zip Contractor Email address: Fax Contact Person: Engineer. Building Use: Sq. Footage: # Stories 'Aal„afinn - - Descnbe Work: -- For City Use Only Occupancy Type Flood'Zone Class Work 5q. Et Const uction Type Use Zone # Stories ,. : Parking Req .. Iast use ofBuild; Date use ceased Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By-, CE: Special Taxes HCAD Residential driveway ti -in fee: I Park] Re . Zone Pemut No_ V ` Permit Fee `' Plan Check Fee: S:\CPSh=Uospectioms Bldg mnutApp042406.doc COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $1.50 $7.50 Outlets, Fildures, Lights & i Switches (1s° 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) Temporary Saw Pole (T Pole) $15.00 each $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including %z hp $ 1.50 each ''/z hp and less than 10 hp $ 2.50 each 10 hp•& up to 50 hp $ 3:SO each 50 hp and up, $ 4.50 each _ Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS .NOTE, MINIMUM CHARGE ON PERMIT(S);IS $20 00 Description Charges Quantity Fees PERMIT.ISSUEFEE $15.00 $15.00' Eixtutes/Dtains/lraps., $ ;3.75.each Sewer (New, Repair, or Replacement) $ 1i50 each Septic TanWSeepage Pi0Draui Field`' $15.00 each Water Heater. . $ 3.75 each _. . Ga' Piping System (1 4 outlets flaffeeJ S. 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair. . of Water Piping and/or Water . Treating Eq pmem $ 7.50 each , Repair/Alteration — Drain or Vent $ 7.50 each Each Vacuum Breaker/BackIlow Protection Each One (1-5) $ 3.75 each T Each One `(Over 5) $. 225 each Reinspection Fee $35.00 each Total S.\cpsh=IIKSPECITON DIV ONUnspectiows Bldg Pe®ifA.ppl side21.12805.do 0 BERDON LAWRENCE PosT OFFICE Box 1343 HousTON, TEXAS 77251 August 29, 2006 Ms. Debbie S Wilmore Chief Building Official City of La Porte 604 W Fairmont Parkway La Porte, TX 77571 Dear Ms. Wilmore: REGE IE 6g 41o� I plan on building a new caretaker's house on lot 1 of the re -plated block 1218. As you know, there is currently a caretaker's house on the property. Upon completion of the new caretaker's house, the current house will be removed within a few days of the completion. I am requesting a variance to allow the new house to be built before the old house is removed. Thank you for your consideration is this matter. Sincerely, Berdon Lawrence BL/lar (,/) C,0, V D 21 30 AUG. 2006 Ms. Debbie S Wilmore Chief Building Official REM " City of La Porte 312006 604 W Fairmont Parkway 'AUG La Porte, TX 77571 -'=- =' � -t=� = _ =►6„ft,,,LLi,1,,,L„tl�fl,,,,t,L„ti,fR,it,,,,h,1,1,t,i P.O. Box 1343 Houston, Texas 77251-1343 il i ill 1 I : 111 1 i 11 , i 1 1 i ! 1 1 ! ; f i z 1 f I i f j j j I I I 11 1 1 1 111 1 1 ljjjj 1 11 1 1 j I i i j 1 SOUTH BROADWAY (VARIABLE WIDTH R.D,W,) (VOL. 60 PG, 115 H.C.D.R.) • El o � ua rT, o _ 0-p �---- s --�-- ,En l 1a01 • I col ;, I , ' Carport { F.E.M.A• ZONE F.E.Ni.A 70NE AE+PER ,MAP P10. i L'd £L99.0M-£6L Zd Wt1SZ:86 gow BZ 'Inl £TSL-SE7-£I2-: 'ON XUA 19PUBXBIV we5 dZgg0 90 % Inf 311 QOOMIIONN: WOdJ FO DATE IME P.M. M PHONED OF FP RETURNMp PH ONE 13 MOBILE YOUR CALL '- -n GO❑ 1 NUMBER EXTENSION PLEASE CALL MESSAGE .WILL: CALL AGAIN: a : 3 YOU ; - -: WANTS TO SEE.YOU SIGNE❑ STOPS FORM 4003 55 Waugh Drive, Suite1240, Houston, Texas T7007 Telephone (713) 435-1403Fax: (713) 435.1513 T93 Debbie S Wilmore Pram: Bob Egan 281-470-5005 Oatr. July 20,2006 Pagess 2'Pages Attached is our plan for the building. Please let me have your comments. Thank -you 9 you have problems recstutng this fax, contact Sob Egan at (713) 435-1403 Td WUSZ:BO 90OZ OZ 'Inf £TST—S£7—£TL: 'ON Xtid 000 00011-17IONH: WONJ FROM :KNOLLWOOD LLC FAX NO. :713-435-1513 Jul. 25 2006 08:22AM P2 SOUTH BR❑ADWAY (VARIABLE WIIaTH R.D.W.) (VOL. 60 PG, 115 H,C.D.R,) 0 0 o !' I m X. a)a Carport Q3 [ ZONE X (SHADED) 1 -- ��,C]94`a1 F.E.M.A. _ _ �- 4B20 -ZONE AE PER MAP N0. - F.E.M.A. o I o 1 T'd 9T*o-C29 ETL avuaimej a33aueioN eaetGO 9D OZ i^C , FROM :KNPLLWOOD LLC , FAX NO. :713-435-1513 Jul. 25 2006 09:22AM P1 56 Waugh Drive, Sultel 150, Houston, Texa977007 Telephone (713) 435.1403 Fax:. (713) 435.1513 =10 Tot Debbie sWilmore Prom" Bob Egan 281.470-5005 Date: July 20, 2006 Pagan" 2Pages Attached is a new proposed layout. Mrs. Lawrence wanted to make these changes. Thank -you for your help. Bob r. If you have problems receiving this fax, contact Bob Egan at(713) 436-1403 Wilmore, Debbie Subject: _Bob Egan. _ ; - Cdcation: CR B End: Tentative Recurrence: (none) Meeting Status: Not yet responded Required Attendees: Malik, Masood; Debbie Wilmore Sketch out their building plans for caretaker house and accessory building. Masood will run the meeting. W e / -2�� C1asQGL� q od iX 11�_- 4/ "0 3 s"6L 3 C�' -eAAJ— , NO 1�74 l (AS e C Ex) n�D T , 770 ""ra "fi � �� n'L V w �r4a'� cc e 5 5 a 16 i C j C700 CO d% KNOLLWOOD LLC P.O. Box 1343 Houston, Texas 77251-1343 - -. 55 Waugh Drive, Suite 1240 Houston, Texas 77007 713-435-1403 Cell: 281-507-3426 Fax: 713-435-1513 Res: 281-491-3426 e-mail: Bob.Egan®kirbycorp.com Co. Res: 970-926-3751 Charles B. Lawrence, Jr. Vice President KNOLLWOOD LLC P.O. Box 1343 Houston, Texas 77251-1343 55 Waugh Drive, Suite 1150 Houston, Texas 77007 713-435-1482 Cell: 832-433-6162 Fax: 713-435-1513 Res: 713-861-4018 charles.lawrence @knollwood-Ilc.com City of La Porte FLOOD PLAIN DEVELOPMENT PERMIT (For City of La Porte Proca®g Only) Permit No.: FPDP - Building Owner's Name: l lY� O on Building Street Address: 1701 Rss MM (For City of La Porte Processing Only) The above described property is in the (N) leo-Year Flood PI§jn or ( ) a coastal high -hazard area in Flood Zone _ ht The Base Flood Elevation (BFE) of the property is l3- Q2 feet above mean sea level, 1929 National Geodetic Service Vertical Datum, 1973 Releveling. PERMIT CONDITIONS [ 1 ] The above described residential structure in an "AE' Zone shall have its first floor constructed at least one (1) foot above the BFE. Finished Floor must be at or above ELEVATION 14 . oa mean sea level based on the 1978 or later releveling. (2 ] The above described nonresidential structure in an "AE' Zone must have its fast floor constructed at or above (or flood proofed below) the BFE. FEMA Form 81-31 (Elevation Certificate) must be completed and submitted if the structure is to be flood proofed- [ 31 The above described residential or non-residential property in a "VE" Zone should have the bottom of its lowest horiaunW member located at least one (1) foot above the BFE and breakaway walls constructed below that level [4 ] All structures must be situated as shown on the approved Site Plan and consructed as designed in the approved Building Plans, so as to min in ize potential flood damage. Submit FEMA Form 81-31 (Elevation Certificate) upon completion of construction [ 51 Water supply and sanitary sewage collection systems must be constructed as designed in the approved plans to prevent intrusion of or contamination of floodwaters. (6 ] The above described mobile home must have its first floor situated at or above BFE. Submit completed FEMA Form 8l- 31 (Elevation Certificate) after mobile home has been placed. [71 This permit is approved for the above moved mobile home situated only at the following existing mobile home park [ 8 ] Special Permit Condition(s): Ardmw S'-i 9-Ig- oG Signal= oMood Plain Administrator Date S 1City PI®ng Sh TLOOD PLAIN ADMMIMATION SC FLOOD RF.r.A3EDTPD PP.RMI'r M M. OMB No..1660-0008 US . DEPA1iTMENroF HOMELAND SECURITY ELEVATION CERTIFICATE�;� February zs. zoos ' Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages1-8. SECTION A - PROPERTY INFORMATION For Insurance Comparry Use:. ,. Al. Boling Owner's Name CHARLES BERDON LAWRENCE - - _�... e . h e c,.tm and/or R41a_ No.) or P.O. Roete and Box No Company NAIO Number I SOUTH BROADWAY @ 102 S. R ST. (Bit! 5- City LA PORTS State TX ZIP Code 77571 LOT A4. Building Use (e.g.. Residential, Non-Reslderdial, Adddion, Accessory, air-) Residential Horaontal Datum: ®, .NAD 1927 ❑ NAD 1983 .A5..L eftoi ilLongitude: LaL N29 38.49': Long. W95 01 1-5- AS. Attach at least 2 photographs of the building ifthe Certificate is being used to obtain good insurance.;', . A7. Building Diagram Number 1 A9. For a build6g vvdlh an attached garage Provuda�:p(� A8. For a buildm9 withtag a crawl apace or endogureie)..Ptorida ft a) Square footage of attached gerage ' `5 0 sq ft a) Square footage d crawl spree mi nhe crawl , b) No. of pemmmnttiood gmnb sin The attached garega b) No. tN pertnenatdflood openings in The cawl space or _I wells within 1.o That above adlacerd grade WA enclosure(s) walls within 1.0 toot above adjacent grade c) Total net area of flood openings In A8.6 .: sq in :.: -. , c), ,Toted rv#`etas, of flood openings t0 A9.b . WA . eq In sECnON g - FLOOD INSURANCE RATE MAP (FIRIII) iNFORmATION . Bt. NRP Comrmmily Name ak Community Number I B'L County Name `^'• """' CITY OF LA PORTE 485187 Hams Texas. F6B4_47WbL18pfPa:neINicobar B5. Sttlfak ne ndex .. B7. FIRLN Panel �• Fbad •AO, tote baseflood depthhiii on(s) )- D� EgedivelRWIsed.Data . Zones) 45 J 4110/1000...:.. - 11MM998 x (SHADEDyAE' 1&0 B10. Indicate the source of the Base Flood Elevation (BFE) data or. base flood depth entered in Item 89... ❑ FIS Profile ®FIRM ''': ❑ Conm utw Determined ; ❑ other pesonbe)._ all. Indicate elevation datum used for BF-E In Item 89. - IN NGVD 1029 ❑ NAVD 1988 ❑ Other pmribe) B12. is the building ocoied in a Coastal Barter Resources System (CBRS) area or Otherwise Protectad Area (OPA)7 ❑Yes ®No Designation Date ❑ CBRS ❑ ORA ci. Building elevations are based on: . ® Construction Drawings' ❑ Building Under Construcforr ❑ Finished Constriction A new Elevation Certificate will be requited when construction of the building Is complete. C2. Elevations-ZaresA1-A30."AE. AH. A (wfth BFE).. VI-V30, V (wBh BEE). AR APJA. AR/AE. AR/A1-A3%AR/AH. AR/AO. Compote Items C2." below according to the building diagram specified in F Benchmark utilized RM 980 Vedieal Datum NGVD 1929 1973 AW 'ComrerslonlComments. NIA - _. ...._ , .. - txieak The hiheasuremeM used. ._ , 417) � a) Top of bottom floor Mctudm9 basament, crawl -Paco, erenclosure foor)- 1§•Q " ® fed, ❑ meters (Puerto Rtco, only), .. A__ ❑lest ❑ meters (Puedo Rico only):. - 6i0 ..�_ . . b) Top of the nmd higherfloor H ' ttie taeest ho#ordal sfmdural member 0201189 only) dLtA_ ❑ itaet..❑ R ea; (Puatto Rico only) .. go Q c)' Bottom of d) Attached garage (top of slab) ®feet ❑ meters (PuedoRica only) building 1¢.Q ® feel ❑ meters Foorto Rico only) e) Lowest elevation of machinery or equipment servicing the (pesa5hetypo otequipment In Comments), 14•.2 ® feet ❑ mature (Puerto Roo only) . n f) Lowest adjacent (finished) grade (LAG) . JAI ® feet ❑ meters (Puerto Rlco only) g) Highest adjacent (finished) grade (HAG) . SECTION D - SURVEYOR ENGINEER. OR ARCHITECT CERTIFICATION This codification Is to be signed and *=Why ataed surveyor, engineer. or architect euthintmd bylaw to.ce" elevation - inhmhadon.Icartlythattheinformationon.ilii;Certfmisrepresentsmybestofibidstointerpretfhsdavailable. that any fetal sfatsment maybe punfshablsby frire orImprisDnment under 18 U.S. Code, n . . DF I tmdendand ❑ Check here if comments ate provided on bad( of forth. %4L, TT GG-LUPH- Certifiers Name T. Trigg Lrupher, RPLS License Ntorhber4752 5 c" Z 10 .. Title 4esiderd Co Vany Name Mhadcan--upli— Land Surveyors, Ina FEMA Form 81-31„February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding.infonnation from Section A. II For Insurance Company Use: I or SOUTH BROADWAY @ 102 S. R ST. - City LA PORTE State TX ZIP Code 77571 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) . Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments ... .. .. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete itertis•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. Et. Provide elevation Information focthe.following and check the appropriate boxes to show whether the elevation isaboveor below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, gaud space, or enclosure) is _ _ ❑ feet ❑ meters ❑.above or ❑ below the HAG. b) Top of bottom floor (including baseument,'crewl space, or enclosure) is -± :_ . ❑ feet ❑ meters 0 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 FEMA4ssued or community -Issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the beat of my knowWge. Address .. - City - State ZIP,Code Data Telephone ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administerthe community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable fern(s) and sign below. Check the measurement used in Items G8. and G9. ' G1. ❑ The information in Section C was takeri 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.' G7. This permit has been Issued for 0 Naw Construction ' ❑ Substantial Improvement - G8. Elevation of as -built lowest floor (including basement) of the building: _ J] feet ❑ metes (PR) Datum G9. BFE or (in Zone AO) depth of floodlpg at the building site: ±_ ❑ feet . ❑ metars (PR) Datum Local Official's Name Title - Community Name Telephone , Signature , • Date. ❑ Check here if attachments FEMA Form 8131, February 2006 Replaces all previous editions n . m OMB No. 1660-0008 - U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE F)m(res February 28. 2009 F6derirrEmergencyManagementAgency . .. . . .' - National Flood Insurance Program Important Read the instructions on pages 1-8. • SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Namp. CHARLES BERDON LAWRENCE - ... . ,_ ... . _ ._ .. . Policy Number. ..... A2 Building SbeetAddress (including Apt, Unit Suite, and/or Bldg. No.) or P.O. Route and Box No. _ .. ,Company NAIC Number SOUTH BROADWAY @ 102 S. R ST. City LA PORTE Slate TX ZIP Code 77571 Lot 1, Block 1218 Partial Replat of Block 1218 of The Town of A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) Residential A5. r affludea mmihnde: LaL N29 311AT Long. W95 01'15" . _ .. Hormmdel Datmn: ® NAD 1927 - ❑ NAD 1983 As. Attach st least 2 photographs of the building Nibs Certificate is being used to obtain flood insurance. .. _ A7. Building Diagram Number 1 .. .. .. ' .. As. For For a building with a crawl space or endmure(s), pride . . As. For a buiidhng with an attached garage, provide: . a) Square footage of crawl space or enclosum(s) sq ft _ a). Square footage of attached garage , 5W sq ft b) No. of permanent flood openMgs in the crawl space or b) No. of permanent flood openhW i n the adadred garage . enclosure(s) walls within 1.0 foot above adjacent grade walla within 1.0 foot above adjacent grade W@ c) Total net area of flood openbnga in All.b... . • _. sq In ... C) Totalnet area of food openhrga in A9.b WA • sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY OF LA PORTE 485487 : - I Harris - I Toms B4. Map/Panel Number B5. Suffok . B6. FIRM Index B7. FIRM PaneL B8. Flood B9. Base Flood FJevation(s) (Zone Date Effective/Revised Data Zone(s) e(s) AO, use base flood depth) 48201CO945 J 4202000 , 111=19% X(SHADEDyAE 13.0 B10. Indicalathe source of One Base Mind Elevation (BFE) data or base flood depth entered In Item B9. ❑ F1S Profile ® FIRM . ❑ Community Deterrnined, ❑ Other, (Describe) B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Desm'bs) B12. Is the building located Ina Coastal Baffler Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Dyes ®No Designation Date ❑ CBRS ❑ OPA - SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction* ❑ Finished Construction A new Elevation Certifica a will be required when construction of the building Is complete. C2 Elavatbns—Zones Al-A30, AE, AH, A (with BFE), VE, V7-V30, V (with BFE), AR, ARM, AR/AE, ARIA1a130, ARIAH, ARIAO. Complels harts C2.a-g below according to the building diagram spedlied in Item A7. Benchmark Utilized RM 980 Vertical Datum NGVD 1929- 1973 ADJ ConversioNCormnents WA . .. -.-Chock the measurement used . a) Top of bottom floor (Including basement, crawl -space, or enclosure floor)_ 16.Q ® feet ❑ metes (Puerto Rim only) b) Top of the nedhigher floor . . . - .. log._ ❑ feet ❑ metes (Puerto Rico only). c) Bottom of the lowest horiwntal structural member (V Zones ony) WA. = ❑ feet ❑ meters (Puerto Rim only)- d) Attached garage (top of stab) 18.Q ® feet ❑ metes (Puerto Rico only) - , e) Lowest elevation of machinery or equipmentservidng the building . 15.Q ❑ feet ❑ metes (Puerto Rico ony) .. .. �F P g 3 ��, (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 14.e ® feet ❑ metes (Puerto Rim only) g) Highest adjacent (finished) grade (HAG) i 5.5 ® feet ❑ metes (Puerto Rico only) SECTION D - SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION This cedifiration Is to be signed and sealed by a land surveyor, engineer, or ardided aut horsed by law to certify elevation _ Information. I certify that the hftmaf an on ibis CerBfxafe represents my bed snorts to hde ref the data avar7ablo. I understand that any false statement may be punishable by fine orhnpd=meol under 18 U.S Code, Sectim 1001. OF ❑ Check here if comments are provided on back of forts. Certifier's Name T. Trigg Wpher, RPIS L&ense Nrunber4752 ..- i • , inure FEMA Fonn 81-31, February 20136 See reverse side for continuation. Replaces all previous editic IMPORTANT: In these spaces, copy the corresponding' information from Section A.' For Insurance Company Ut ,-1 Buildinq Street Address (including ADL Unit. Suite. and/or Blda. No.) or P.O. Route and Box No. Policy Number SOUTH BROADWAY @ 102 S. R ST. City LA PORTE State TX ZIP Code 77571 - I 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. -❑ 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 Et-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-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 Diagiams 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 City State ZIP Code Signature Date 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. Gt. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architectwho is authorized by law to certifyelevation information. (Indicate the source and date of the elevation date in the Comments area below.) G2. ❑ P: 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 Complianoe/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (iricludirig 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 Community Name - Telephone Signature Date FEMA Form 81-31, February 2006 Check here attachments Replaces all previous editions U;S.DEPARTMENTOFHOMELANDSECURITY ELEVATION CERTIFICATE OMB No. . Fi�deral Eiiiergehcy Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION i For Insurance Company Use: i A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number SOUTH BROADWAY @ 102 S. R ST. City LA PORTE State TX ZIP Code 77571 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 1, Block 1218 Partial Replat of Block 1218 of The Town of Laporte A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N29 3845" Long. W95 01'15" Horizontal Datum: ® MAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs'of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 " AS. 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 enclosures) _ sq ft a) Square footage of attached garage 1 580 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 N/A c) Total net area of flood openings in A8.b _ sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State CITY OF LA PORTE 485487 I Harris 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) 48201CO945 J 4/20/2000 11/06/1996 X (SHADED)/AE -' 13.0 B10. 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 Ina 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) C1. 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 At-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AD. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized RM 980 Vertical Datum NGVD 1929, 1973 ADJ Conversion/Comments N/A ' a) Tap 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) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 16.0 ® feet ❑ meters (Puerto Rico only) N/A._ ❑ feet ❑ meters (Puerto Rico only) N/A._ ❑ feet ❑ meters (Puerto Rico only) 16.Q .® feet ❑ meters (Puerto Rico only) 15.0 - ❑ feet ❑ meters (Puerto Rico only) 14.8 ® feet ❑ meters (Puerto Rico only) 15.5 ® 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 forth. Certifiers Name T. Trigg Lupher, RPLS License Number 4752 Title President Company Name American-Lupher Land Surveyors, Inc. I $ttCEIVEO SEP 15 2006 P FEMA Form 81-31, February 2006 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 SOUTH BROADWAY @ 102 & R ST. City LA PORTE State TX ZIP Code 77571 - "Company NAIC Number , SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certifirate for (1) community official, (2) insurance egenticampany, and (3) building owner. - 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 conplete,Sections A, B, . and C. For Items E1-E4, use natural grade,, if avallable. 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 (induding 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 (mopge 8 of Instructions), the.next higher floor (elevation C2b In the diagrams) of the buildinig Is _ _ ❑ fleet ❑ meters ❑ above or I] 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 topof the bottom floor elevated in accordance with the community's floodplain management ordinance? ' ❑ Yes ❑ No ❑ Unknown. The local official most certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's author¢ad representative who completes Sections A. B. and E for Zone A (without a FEMA-issued or oonmunf(y-Issued BFE) or Zone AD must sign here. Vie sfatemen(s In Sed7onsA A arc,E am correct fo Me best ofmyloowkdge. . or Owners Arraior¢aa Kepresenraoves rwama Address _ .... . _... - ". .. .. . City .. . - State .. ..._.ZIP Code Signature .. - . , Deft Telephone Commends SECTION G The local official who is authorized by law or ordinance to aammster me Communrrys nooupram managanrnnk vnnndnw w„ and G of this Elevation Certificate: Complete the applicableitem(s) and sign below. Check the measurement used In Items Ga. 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 taw to certify elevation Information. (Indicate the source and date of the elevationdata in the Comments area below.) G2. ❑ A community official completed Section for a building located in Zone A (without a FEMA-issued or Community -issued BFE),or Zone AO.. G3. ❑ The following intormatioo (Items G4.-09.) is provided for Community floodPain management Purposes. - G7. This permit has been Issued for.., " ❑ New Construction ❑,Substantial Improvement GB. Elevation of as -built lowest floor (including basement) of the building:._ .P feet"❑ meters (PR) Datum G9. BFE or (InZone AO) depth of flooding at the building site: =_ ❑Meet [I meters (PR) Datum Local Offidars Name Title - Community Name Telephone Signature - Date ❑ Check here If attachments FEMA Form 81-31, February 2006 Replaces all previous editions JRN-18-2007 02:06P FROM:PCI 14 TO:2814705005 P.2 70 67aitA s lac, i'ANCc � �10 ��.t O TO�.I.DV(.0 •r .. P Pk�Maa ally f:capA, DRfW*V 0 � � t . •"t IT T - %c wmv daM J�Qry L,%<baM �e� . t t . t i t t Jul 23 07 09:29a OnrcelFax Mobile From EmestTaylorlll Pages: 1,including covet sheet Date 7/23/2007 Energy Code Compliance Project New Rce, 1801 S. Broadway, La WA Urgent I ❑ For Review ❑ Please Comment ❑ is to nn that the above referenced project is constructed in compliance with the 2003 Wilmot Energy Conservalion Code (Inspection date: 07116107). regarding these inspections, please contact me OCC Residential Energy n 4 eN Piz N �P � — U C� i/ I + • � • • 3 ` Y �y A. 4 i�r } 0 m2h 29y c µ�3�1 BAY FOREST DR e R ST , t � ■ Y+Y Y Legend it l 'U�le Roparty Lines GI Q _ --- Renepe Cnennas � J ganine: GEWOOD' '�. 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P.O. Box 503 Pearland, TX 77588 281-996-7898 281-796-4415 REScheck Compliance Certificate 20031ECC REScheck Software Version 3.6 Release 2 Data filename: C:1Program Files\Check%ESchecMCaretakcrsRes-PatakConst-102006.rc1 PROJECT TITLE: New Residence CITY: La Porte STATE: Texas HDD: 1550 CONSTRUCTION TYPE: Single Family WINDOW I WALL RATIO: 0.15 DATE: 10/20/06 DATE OF PLANS: 09/01/2006 PROJECT DESCRIPTION: Caretakers Residence I901 S. Broadway La Porte,'TX DESIGNER/CONTRACTOR: Patak Construction, Inc. 1927 Hwy 146 Kemah, TX 77565 PROJECT NOTES: Please we the attached addendum to the Energy Code. COMPLIANCE: Passes MxdmLun UA = 447 Your Home UA = 309 30.9% Better Than Code A Maximum SHGC = 0.40 Your SHGC = 0.29 Ceiling l: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16- o.c. Window 1: Metal Frame:Double Pane wirlr Low-E SHGC: 0.29 Window 2: Metal Frame0ouble Pane with Low-E SHGC: 0.29 Window 3: Metal Frame:Double Pane with Low-E SHGC: 0.29 Rp'L;E�if vt'o NOV 14 NN Gross Glazing Area or Cavity Coat or Door Perimeter R-Valle R-Value U-Factor UA 1767 30.0 0.0 62 590 13.0 0.0 37 17 0.570 10 17 0,570 10 17 0.570 10 City of La Porte • OF JOBADDRESS / g., S �R an Aw A`r INSPECTION TYPE: f<<c (tiicAl_ UNcrPATE:` S/Y/s7 THIS JOB HAS NOT BEEN COMPLETED S—< v1'.a The following additions or corrections shall be made before the job will be accepted %• �. icy„sfT-C Far 1•�-Sn.Pcr1 of e / 1'14eS'r J r 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 • ADDITIONS or CORRECTIONS DO NOT REMOVE JOBADDRESS / Yl U I .S . (� rt I�K'�....... INSPECTION TYPE: DATE: Ir-'.r.l nj_ C'� c /1-7 % THIS JOB HAS NOT ¢--COMPLETED r -ticns shall be The following additions or made before the job vVill be accepted L.P- . r f of o f f'2 -a F C I c L I;'<- A77tc AcVS'S h!Ai 5rC ,„S - i -J PC c e 4, f. /r 1 AQ 1" SfP-? c L If 6< n 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 Code Consultants, Inc. P.O. Box 503 Pearland, TX 77588 281-996-7898 281-796-4415 OCT 8,3 2DD6 REScheck Compliance Certificate 2003 IECC REScheck Software Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\CaretakeisRes-PatakConst-102006.rck PROJECT TITLE: New Residence CITY: La Porte STATE: Texas HDD: 1550 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.15 DATE: 10/20/06 DATE OF PLANS: 09/01/2006 PROJECT DESCRIPTION: Caretakers Residence La Porte, TX DESIGNER/CONTRACTOR: Patak Construction, Inc. 1927 Hwy 146 Kemah, TX 77565 PROJECT NOTES: Please see the attached addendum to the Energy Code. COMPLIANCE: Passes Maximum UA = 447 Your Home UA = 309 30.9% Better Than Code (UA) Maximum SHGC = 0.40 Your SHGC = 0.29 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame:Double Pane with Low-E SHGC: 0.29 Window 2: Metal Frame:Double Pane with Low-E SHGC: 0.29 Window 3: Metal Frame:Double Pane with Low-E SHGC: 0.29 Window 4: Metal Frame:Double Pane with Low-E A vow-s IF THE APPROVED HANS ARE MODIFIED, A NEW SUBMITTAL TOTHE CITY IS REQUIRED PRIOR TOTHE CHANGE OCCURRING Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 1767 30.0 0.0 62 590 13.0 0.0 37 17 0.570 10 17 0.570 10 17 0.570 10 17 0.570 10 SHGC: 0.29 Window 5: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Window 6: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Window 7: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Window 8: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Wall 2: Wood Frame, 16" o.c. 136 13.0 0.0 11 Window 9: Metal Frame:Double Pane with Low-E 6 0.570 3 SHGC: 0.29 Wall 3: Wood Frame, 16" o.c. 590 13.0 0.0 41 Window 10: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Window 11: Metal Frame:Double Pane with Low-E 17 0.570 10 SHGC: 0.29 Window 12: Metal Frame:Double Pane with Low-E 6 0.570 3 SHGC: 0.29 Window 13: Metal Frame:Double Pane with Low-E 9 0.570 5 SHGC: 0.29 Door 1: Glass 41 0.570 23 SHGC: 0.29 Wall 4: Wood Frame, 16" o.c. 192 13.0 0.0 14 Door 2: Solid 20 0.500 10 Furnace 1: Forced Hot Air, 78 AFUE Air Conditioner 1: Electric Central Air, 14 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist %U D aL Ern aylor III, ICC esidential Energy to Plans Examiner #5214467-79 REScheck Inspection Checklist 2003 IECC REScheck Software Version 3.6 Release 2 DATE: 10/20/06 PROJECT TITLE: New Residence Solar Heat Gain Coefficient: [ ] The area -weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values must be determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a I 3" clearance from insulation. Skylights: [ ] I Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-13. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R values, glazing U-factors, and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-6. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating. Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] All heated swimming pools must have an ontoff heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Mnimam lnsutation Thicknessjor Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temuemture (F) UT) to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Tablet: Minimum Insulation ThicknessjorRVACPipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure)Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 Prior to Jan. 23 2006 OnfAfter Jan. 23 2006 SEER 10/R-8, R-4 SEER 13/R-8, R-4 SEER 12/R-6, R-6 SEER 14/R-6, R-6 IECC Chapter 4 Systems Analysis, Energy Star (see below) SEER 10 IRC Chapter 11, where applicable, SEER 13/R-6, R-6/ and improved; SEER 10 or higher, prescriptive windows requirements IECC Chapter 4 Systems Analysis, SEER 13 SEER 10 or; higher (mfd. before 1/23106) 8, R-4 no trade-offs IRC Chapter 11, where applicable, SEER 10 or higher (mfd. before 1/23/06) or SEER 13, prescriptive requirements. The codes being referenced are the International Residential Code (IRC) and International Energy Conservation Code (IECC) 2000 editions as modified by the 2001 Supplement published in March 2001 . Unless the IRC is expressly noted, these options relate to the 2001 IECC. SEER 13/11-6. R-4• For air conditioners, SEER 13 (and HSPF 7.7, if applicable) with R-8 insulation one supply duds and R4 on return ducts meet energy code requirements. SEER 14/11-6. R-6: A SEER 14/R-6 Trade -Off (and HSPF 7.7 for heat pumps, if applicable) will be allowed as an alternative compliance approach, with the following restrictions, based on analysis of the energy impact by the ESL A) For Gas or Electric Heating Systems: 1) For heating -degree-days (HDDs) less than 3,000 HDDs, the SEER14/R6 Trade -Off. 2) For heating -degree-days (HDDs) greater than or equal to 3,000 HDDs, the SEER14/R6 Trade -Off may be used if the heating system, other than electric resistance heating, has an AFUE rating greater than or equal to 80%. Note: The SEER14/R-6 Trade -Off may not beused if the primary heating system uses electric resistance heating. B) For Heat Pump Heating Systems: 1) For heating -degree-days (HDDs) less than 3,000 HDDs, the SEER14/R-6 Trade -Off may be used if the heat pump has an HSPF rating greater than or equal to 7.7. 2) For heating -degree-days (HDDs) greater than or equal to 3,000 HDDs, the SEER14/R-6 Trade -Off may be used if the heat pump has an HSPF rating greater than or equal to 7.9. Energy Star: The Energy Systems Laboratory does not make compliance determinations concerning the Environmental Protection Agency's (EPA) Energy Star Program. Texas Health & Safety Code Section 388.003(i) provides that the EPNs Energy Star Program certification of energy code compliance equivalence is considered evidence of compliance under Texas law. SEER 13/R-6. R-6 and improved windows: R-6 insulation on both supply and return may be used in combination with a SEER 13 air conditioner and windows that exceed the base code prescriptive requirements by achieving labeled U-factors and solar heat gain coefficients (SHGC) at or below those in the following table. Climate Zone HDD Maximum U-factor Max. SHGC Min. Duct insul. Supply Min. Duct Insul. Return WWR 515% WWR 520% WWR <250160 2 5001999 0.81 0.68 0.59 0.32 R-6 R-6 3 1,000JI1,499 0.68 0.63 0.50 0.32 R-6 R-6 4 11,501,999 0.68 0.54 0.47 0.32 R-6 R-6 5 2,000! ,499 0.59 0.47 0.45 0.40 R-6 R-6 6 2,50W1 ,999 0.54 0.45 0.41 0.40 R-6 R-6 7 3,00 3,499 0.49 0.41 0.40 0.40 R-6 R-6 8 3,50 999 0.45 0.38 0.37 NR R-6 R-6 9 4,000-4,499 0.41 0.33 0.33 NR R-6 R 6 Cot 16 2006 9:45RM C R S 71.3-785-1990 p.l CAS CONSIRUCrON RDVIORY SERVICES M Phont; 713.783.9393 Fax: 713.785.1990 Cell, 713-557-2666 RECEIVED OCT IQ 20D6 Email: wel000rasn.com 31081[khmorra Sntu303 ftoaalon, Texas 77098 i b w F% t, s PAGES: (Including this coversbatt) FAX#: �`� : it -7 L5i 560 0 5 MEMO: L Tan Associates, Inc. Structural Engineering IT Landscape Architecture • Land Planning October 19, 2006 To: Plan Review City of La Porte From: Ken K. Tan, P.E. Structural Engineer Re: Caretaker Residence 102 South Street La Porte, Texas This is to confirm that the following items on the proposed construction documents for the referenced project had been revised based on your review comments and advice: - The elevation of finished floor in the entire living areas of the house had been set at EL. 15'-0" - The high point of Garage slab had been set at EL. W-8 t/2" with 2" slope towards to the garage door - The entire Storage slab had been set flat at EL. W-8 ''/2" with 1 '/2" drop at the roll -up doors Please call us if you have any other comments or questions. pgE.OF TF�°Op�o KEN KAI-YIN TA o 46646 ` Q o� Io/a fo(, IF THEAPPROVEU eLa' b AREMODIFIED, A NEWSUBMITTAL TOTHE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRINS RECEI.VED OCT 9.12M (713) 270-5070 (713) 270-5059 (FAX) 8700 Commerce Park Drive Suite 135 Houston, Texas 77036 LOAD ANALYSIS Caretaker's House La Porte 3,670 sq. ft x 3 UA Small Appliances 2x 1500 UA Laundry 1 x 1500 UA Table 220 — 11 Lighting Demand First 3000UA at 100% Remaining 12,510 UA at 35% Range 12,000 UA at 65% Dryer 6KW at 100% Dishwasher 1,200 UA at 75% %2 HP Disposal 1,127 UA at 75% Largest Motor 1,127 UA at 25% 12 HP AC 80 AMP x 240 Line 42,406 UA / 240 = Neutral 19,066 UA / 240 = IF THE APPROVED Pe A Nb AREMODIFIED, A NEWSUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING Line 11,010 3,000 1,500 15,510 3,000 4,379 7,379 7,800 6,000 900 845 282 19,200 176 AMPS 80 AMPS vl\ Neutral 11,010 3,000 1,500 15,510 3,000 4,379 7,379 5,460 4,200 900 845 282 0 OCT 3:12006 Load Analysis Generator Transfer Switch Caretakers House La Porte (4) Ceiling Fans / Lights (3) 100 watt Recessed Lights (1) Refrigerator (1) Freezer (1) Disposal (3) Duplex Receptacles (Dedicated) Line 1,680 300 1,500 1,500 1,127 3,750 Line 9,857 / 240 = 41 Amps Caretaker's Housew/attached Garage/Workshop 400 Amp 1� meter can H.L. & P. M -.4-- (1) 3" PVC Sch 40 (2) 600 MCM (1) 300 MCM 200 A 200 A Panel Panel Nema1 Nema1 Garage/ (1) 2"Conduit House Workshop (2) 3/0 THHN (1) 2/0 THHN (1) #6 ground each conduit (1) 1"Conduit 200 A 200 A (2) #6 Disc. Disc. (1)#8 60 A (1) #10 ground Nema Nema Transfer 3R 3R Switch 3R 8" x 8" x 4" Wireway Nema 3R 60 A Panel 5/8" x 8' copper ground rod Nema 1 #2 THHN Emergency Power Circuits ELECTRICAL PANEL 200 AMP ELECTRICAL PANEL Circuit No. Use Breaker Size Wire Type Circuit No. Use Breaker size Wire Type 1 Bedroom No. 1 20 #12 28 Kitchen Island 20 #12 2 Bedroom No. 2 20 #12 29 3 Bedroom No. 3 20 #12 30 4 Bath No. 1 20 #12 31 5 Master Bath 20 #12 32 6 Whirlpool Tub 20 #12 33 7 Family Room 20 #12 34 8 Family Room 20 412 35 9 Security 20 #12 36 10 Dining Room 20 #12 37 11 Garage 20 #12 38 12 Storage 20 #12 39 13 Washer 20 #12 40 14 Dryer 30 #10 15 Dryer 30 #10 16 Range 50 #8 17 Range 50 48 18 Disposal & Dishwasher 20 #12 19 Kitchen Receptacles 20 #12 20 Kitchen Receptacles 20 #12 21 Kitchen Receptacles 20 #12 22 Ice Box 20 #12 23 Microwave 20 #12 24 Air Handler 20 #12 25 AC Condensor 50 #6 26 AC Condensor 50 #6 27 ELECTRICAL PANEL 200 AMP — Metal Building Circuit No. Use Breaker Size Wire Type 1 Lighting 20 #12 2 Lighting 20 #12 3 Receptacles 20 #12 4 Receptacles 20 #12 5 Air Handler 20 #12 6 AC Condensor 30 #10 7 AC Condensor 30 #10 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 RECEIVED Permit to Construct Access Driveway Facilities in«�) on Highway Right of Way JGSOEPc) Paps t o12 To: CAS Inc Hwy. BS 146 Permit No. 06-0645 _ 3100 Richmond Ste 305 Control 369 Section 15 Houston, TX 77098 713-785-9393 (Phone) The Texas Department of Transportation, hereinafter called the State, hereby authorizes CAS Inc, hereinafter called the Permittee, to consuwttreconstruct a Private access driveway on the highway right of way abutting highway number BS 146 in in Harris County, located Crescent Shore. Subject to the Following: 1. The Permittee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketchand is subject to conditions stated below: Access Only (No developed flow to TxDOT) All Construction and materials shall be subject to inspection and approval by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4, The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or Property damage sustained by reason of exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixwm such as service pumps, vendor stands, or tanks shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these futures will be off the highway right of way. 6. The State reserves the right to require a new access driveway permit in the event of a land use change or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) motuhs from the issuance date of this permit. 8. The Permittee will contact the State's representative Mr. Johnny Guice (interim) at telephone (281) 464-5540 at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Dcgartment of T ation 't"°fi October 27, 2006 Date of haaanee Michael W. Alford, P.E. Director of Maintenance, Houston District The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access dri'vevay on the highway right of way. r-aM Signed: , IF THE APPRUMb I-LANb ARE MOBIRED, A NEWSUBMI1TAL TO THE CITY IS REQUIRED PRIOR TOTFIF CHANGE OCCURRINr, (Property owner or owner's representative) 4 } 'r T Permit to Construct Access Driveway Facilities on Highway Right of Way Form 1058 (Rev. 912004) . (GSD-EPC) Page 1 or 2 To: Hwy. (Name) Control (Address) (City, Staff, ZIP) (Phone Na) Permit No. Section The Texas Department of Transportation, hereinafter called the State, hereby authorizes hereinafter called the Pemnittee, to D construct / ❑ reconstruct a (residential, convenience store, retail mall, farts, etc.) access driveway on the highway right ofway abutting highway number in County, located Subject to the following: 1. The Pennittee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketch and is subject to conditions stated below: All construction and materials shall be subject to Inspection and approved by the State. 3, Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property an or adjacent to the highway. Changes in design will be made only with approval of the State. 4. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Pennittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 6. The State reserves the right to require a new access driveway permit in the event of a land use change or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 8. The Penmittee will contact the State's representative telephone, (__) , at least Date of Issuance The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right of way. ADDITIONAL SPECIAL PROVISIONS FOR DRIVEWAY PERMIT • All work within the state highway right of way shall be performed in accordance with state standards and specifications as to the installation and materials used. • All materials and mix designs to be placed in TxDOT right of way must be obtained from. TxDOT approved sources and be of approved TxDOT mix designs. • All utilities shall be located and adjusted prior to commencing work. The location of and relocation and/or adjustment to any utilities shall be responsibility of Contractor. • No valves, meter boxes, manhole covers, etc will be allowed in the pavement. These appurtenances shall be relocated within the right of way as approved by TxDOT and the utility owner. • All exposed dirt surfaces shall be sodded as specified by the Area Engineer. • 4:1 maximum slope on the ditch front slope is required. • The use of one lane closure traffic control plans will not be allowed during hours of 6 a.m. to 9 a.m. and 3:00 p.m. to 7 p.m. Monday through Friday as directed by the Area Engineer. • The Contractor shall coordinate the sequence of construction and traffic control plan with any adjacent construction or maintenance projects to ensure the uninterrupted flow of traffic. • In no event will an edge drop off be permitted during the hours of darkness. If the Contractor, due to unforeseen circumstances is unable to complete a section before the end of the work day, base material capable of vehicle support shall be pulled back to the existing pavement edge on a 4:1 slope as shown on the attached overnight drop-off detail. • The work shall be completed such that the roadway will be fully opened to traffic overnight. No overnight lane closures will be permitted, unless otherwise approved by the Area Engineer. • Plastic drums shall be used for overnight delineation of off roadway work areas. • Contractor shall get a traffic control plan approved by the Area Engineer 10 working days prior to start of construction. Contractor is required to supply all sub -contractors with a copy of this permit and approved traffic control plan. The contractor or sub -contractor is required to contact the Maintenance Supervisor from 24 hours to 48 hours prior to commencing any work. Page 1 SPECIAL PROVISIONS FOR PERMIT NUMBER 06-0645 1. All Pipes used shall be Reinforced Concrete Pipe (RCP). 2. Culvert crossings within the 30-foot clear zone (parallel culverts) shall be required to have minimum 6:1 sloping ends known as Safety End Treatments (SETS). The culvert shall have sufficient length to allow the 6:1 slope to be achieved from the edge of pavement to the flowline at the end of the SET. Culverts that exceed 50' in length shall have a junction box for clean out as specified by the Area Engineer. 3. Culverts larger than single 30-inch diameter (or larger than multiple 24-inch diameter culverts) shall require safety pipe runners. 4. Ripmp or stabilizing material shall be provided and installed by grantee at time of construction as directed by 'Area Engineer. 5. FOR TXDOT MAINTAINED ASPHALT SURFACED PAVEMENT no concrete pavement or curbing shall be allowed within State right of way. (See attached driveway profile.) 6. FOR TXDOT MAINTAINED CONCRETE SURFACED PAVEMENT, additional full -depth saw cuts may be made as needed to facilitate removal of the concrete within the limits of the required full -depth cuts. Concrete adjacent to the patch shall not be spalled or fractured by the removal procedure.(See attached driveway profile.) 7. Placement or removal of beautification on State right of way shall be under the direction of the Texas Department of Transportation. 8. The Grantee certifies that its storm water runoff to the State's right of way. shall not be contaminated by any industrial processes or significant pollutants, and the State shall not be held liable for any pollutants entering State right of way through storm water connections. 9. Grantee shall meet all Americans with Disabilities Act (ADA) and Texas Department of Licensing Regulation (TDLR) requirements for items including but not limited to side walks and wheelchair ramps. 10. Grantee shall obtain overall environmental clearance with all appropriate regulatory agencies prior to beginning construction. Approval of this request by TxDOT does not relieve the Grantee or its agents of this obligation. 11. Work performed on railroad right-of-way or easements controlled by others is subject to the concurrence of the owner of said properties. Approval of this request by TxDOT does not relieve the Grantee of this obligation. 12. The complete permit package shall be on the project site at all times and available for review by TxDOT. The Texas Department of Transportation will assist as follows: 1. Provide flow line elevation and inspection of construction. 2. This permit issued subject to a traffic control plan, which will be approved by the Area Engineer. No work within State right of way shall begin until this approval has been granted. SPECIAL NOTE: ADDITIONAL SPECIAL PROVISIONS FOR DRIVEWAY PERMIT • Proposed signs, or those which require relocation, shall be done in accordance to the following standards: SMD (GEN)-02 & SMD (Slip-1)-02 thru & SMD (Slip-3)-02. • The Texas Universal Triangular Slip Base Sign Supports will be required for all signage within TxDOT right-of-way. • All trees requiring removal shall be planted on the TxDOT right-of-way as directed by the Area Engineer. • Wheel chair ramps must meet the requirements of the Standard PED-05 (4 sheets). • The Contractor shall not create a dirt nuisance or safety hazard in any street. The pavement shall be cleaned daily. Page 2 Access Driveway or Roadway Modification of Facilities On Highway Right Of Way M21-06 Name of Applicant: Charles Berton Lawrence Wafter Cox Residence Pemdxee CwCact N Name of Sh Mail Permit To: 3100 Richmond Ave Suite 305 1831 South Broadway Texas 77098 Contact Person: M.15 E4railwalco@m: (i 713 785 9393 Phone No. ACCESS REQUEST LOCATION & INFORMATION Type of Access: ❑ Street Tie -In ❑ Commercial [)(Private ❑ Public ❑ Temporary ❑ Sidewalk Highway:61-V 1kW4 W to County Harris Is Highway within an incorporated city? IXYes ❑ No City: La Porte, Texas Property on which side of highway? ❑ North ❑ South)r . East ❑ West Name of closest cross street: CRI~ S C-SN l St*t - Key'Map:5.8 O Total amount ofproperty frontage on TxDOT: IA02r NOTE: TEMPORARYDRIVEWAYSARE GOOD FOR SIX MONTHS ONLY Number of requested driveways: Width of requested driveway(s):17— Number of requested street ties: Width of requested street ties(s): Number of existing driveways to be modified: 1 to be moved Width of requested modification(s):--R — Return radius: Width of median: If open ditch, give inside diameter of nearest upstream and downstreampipes 106STTZPr.NrP� 2 �p W N Does this request include any drainage coming to TxDOT? Type of highway design? ❑ Curbed ❑ Open ditch Both If yes, complete the attached Access Permit Request Checklist, TxDOT Hydraulic Section. If no, what drainage authority receives developed flow and attach a copy of approvalletterfrom the drainage audhoray. Indicate the primary use for the property: Private Residence / ❑ Undeveloped Land NOTE: ANY FUTURE DEVELOPMENT TO THIS SITE MUST BE REVIEWED AND APPROVED BY TxDOT, OR THIS PERMIT WILL BECOME NULL AND VOID Yes Y No per Os --WrAT Boos Is there a ramp or traffic signal located within 1000 feet of the ❑Yes Kvo proposed access? If yes, show details on drawings. Is there an existing roadway median opening near the ❑ Yes XNo proposed driveway? If yes, indicate distance and directions to all openings on your plans 112 tnOtOato .uQ �"�FND. 5/8" IR SET 5 IR N 86'55'37' E/-26,00' FND. 5/8/8" IR t FIN. FLOOR ELEV. - ISIDo' 0TF>EET I Carpo - ---- N , a 1 O trd �i°e u'-1°• 1_. _...' tY-1tJ `"110. (SLOP PAN{IG 1/e• / FT. � Q p-mil 1 � a J; . T Storage Bldg. RE'aw zl,z 1 1 i cu I I i ' 1 z I I 1 SITE PLAN 1• . W-i LEUAL DESCRIPTION EQGE DF PAVEEN '��`* LET 1- �O °�• T L4 FORTE. NA�t19 COIMI', TEXAS. E)&t n ' Gra }el t ip a H k 3c Bike! ra I Prop ty Lined` le ND. A-1 °e,c a aclaetn F IY MIDBMt! — 1 _ _ 1 e• nuox ©.. 1 of xe• Illl[ I te' 1 • �� 1 II �7 s 12Co cretel Dri e EXISTING RESIDENCE E-BF 0L5NED 10¢ T°AFTER CO I LERON OF '-m• NEW HOUS , I 8' Wooden Privacy Fence I---' 0 -------trt';et-��-frarrr-pralsarty-thre---' ,°• . 1I J -TOA- .'B. /1Fr. S 86°55'37' - 256,0 ' F 5/8" IR" IR s v' FND. 5 8a Existi Entrance Motor otes PRIVATE DRIVE (FORMERLY SOUTH R RE: I.DSCAPI YOHEET 2NDRY � IApr ♦---I19—k V� Or — FIRE HYDRANT ®r DRIVEWAY CROSS SECTION (WITH PIPE CULVERT) 30� all 6:1 SLOPE 12.�k�i1 (B:I PREFERRED) WIDTH STABILIED ALL WEATHER ZSURFACE MATERIAL s FILL M ` DRIVEWAY DRAINAGE PIPE+ 6 DITCH � FLOW LINE SAFETY END TREATMENT SAFETY END TREATMENT Concrttt alp �Flpn LIn* T«bl 1 ONE PIPE ON WITH DIAMTERNLESSLrmm 30. a 5580 - ` - 1 - - u POR7l 111111II , V fw sP�ON M. °.. y yt- f cNowTG w°', ,•fe. �w"f � pYwtrl poG se�y� .•o .. i w,V... f tl.O" NARR�S COUNTY GMGM+ ' Rom, wyw� �C� 'GILwNa.. T - '— 11 r�{ 1•:fOf � wGw,C1w MOf� 2, O w pASADENA 'qof �•r r(lU� Tm erzti>m�p,m°vuw DRIVEWAY PIPE LENGTH REQUIREMENTS (Excluding Safety End Sections) Diameter of PI *Depth of Ditch Minimum Required Pipe Lenqffi 18" 2'-0- Driveway Width + 6' 18° 2'-61 Driveway Width + 12' 18' 3'-0* Driveway Width + IS' 18' T-6' Drivewa width +24' 18" 4'-0' Drivewa Width + 30' 24' 2'-6- DNvewa Width + 6' 24' 3'-0° Driveway width + 12' 24' 3'-6" Driveway width + 18' 24' 4'-0- Driveway Width + 24' 30' 3'-0' Driveway width + 6' 30' 3'-6' Driveway Width + 12' 30' 4'-0" Drivewa Width + 18' 30' 4'-6' DrivIma Width + 24' 36' 3'-6° Driveway width + 6' 36' 4'-0- Driveway Width + 12' 36' 4'-6- Drivewa Width +18' 36' S'-0' Drivewa Width + 24' 42' 4 =0° Drivewa Width + 6' 42' 4'-6° Drivewa Width + 12' 42' S'-0' Drvewa Width + 18' 42. S'-6" Drivewa width + 24' *NOTE: See Typical Driveway Cross Section Drawing (Page 20) CEMENT'STABIUZED SAND SPECIFICATIONS Time requirements for Cement Stabilized Sand Is between 3 to 5 hours and to be used no longer than that time frame. Distance Between RCP: See Chart Below CHART 131 mean I IS' I 24° 1 30' 1 36' 1 42• 1 48' 1 S4° 60•-84' a.Ml " Bet nApes 0•-B' 0•-11' 1'-1' 1'-3' 1'-?' 1'-T 1'-11' 2-- 1r 00 O O 0000o O CenundsfaEareO O 000 fiats aOlhevrry 0 up W ft vide 4r 0 0 000 Me Poo. O 68nYm a n O O 00 Cemant 61ab9[sd 00 0 00 fi under RCP. 0 O O 00 0 O O O 0 0 O r 0 0 0 •CEMENT STABILIZED SAND tr CURB $ GUTTER or CONCRETE DRIVEWAYS TxDOT APRON DETAIL Neatly Cut Neatly Cut & Remove_ 1 ALL STEEL use smoom Dowels to Dowel In 24' Centers �' (Dowels need to be sleeved.) 0 N noawithY.' x 1' Asphalt ACComes. weh u"", cnn 12' on Center W Deformed MIN. VARIABLE MIN. Place Undercut Bars 2fL C-C Both Ways DRIVEWAY PROFILE FOR ASPHALT ROADWAYS (OPEN DITCH) Proper.Ddve Existing Shoulder I Pavement Owners \yI Property I oint Shoulder ofD' e Edge Existing Ditch —► 0 (Verlable) * 8" I Proper -Pipe 1) Minimum 6" Stabilized Sand (1 Y2 bag per yard) under and all the way up pipe sides. 2) All Commercial drives, pavement structure within state right-of-way must consist of 6" Stabilized Base with 2" Asphaltic Concrete Pavement. 2 2 Block 1218, Lots 1-32 Water Line 706 1719 17 25 712 1727 I 1942 > 1604 1822 0 m r 0 LO 1810 1606 1831 ,r nrrT 3 �4 Block 1218, Lots 1-32 Sanitary Sewer STREE 1802 1804 1822 1810 1 m 1355 1831 0 CD CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-5020 /Fax (281) 842-1868 www.ci.la-Porte.tx.us October 12, 2006 Berdon Lawrence 3707 Knollwood Houston, TX 77019 Re: Letter of Infrastructure Location (CDR-06-114) Dear Berdon Lawrence, HCAD# (024-234-018-0001) H.T.E.# (8904) In response to your request for public services to your proposed development on Block 1218 Lots 25-32, and the East 115' of Lots 1-8, the Planning Dept has determined the following: 1. Address: The address 1801 South Broadway has been assigned to the property in question. 2. Zoning: This property is currently zoned R-3. *3. CulvertlDrainage: A 24" RCP culvert is required for your driveway. The lot should be developed to ensure proper drainage into the area drainage system. Contact Public Works at (281) 471-9650 regarding installation after purchasing culvert. **4. Water: Water services are available. An 8" water line runs North to South along the East right of way of South Broadway, beside the property in question. The nearest fire hydrant is on the corner of South Broadway and West "Q" Street, in front of the property in question. **S. San. Sewer: Sanitary Sewer services are available. A 12" Sanitary Sewer line runs North to South along the West right of way of South. Broadway, beside the property in question. The nearest manhole is on the comer of South Broadway and West "Q" Street, 50ft. from the property in question. 6. Street Surface. South Broadway (Asphalt) This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. *The City of La Porte will install driveway culverts for residential developments only. ** The City of La Porte does not guarantee capacity of its utility mains for specific development. The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, Randall Kubin CC: Inspection Services Division Engineering Technician Engineering Division 1 e CITY COPY RECEIVC'l OCT 9 1 zoos �tY of LaPorte PLANNING DEPARTMENT 604 West Fairmont Parkway -La Puny Texas 77571 Office: (281) 471-5020 —Pax (281) 470-50(k5 wwwlaportd,cgov - - Por Car l DEVELOPMENT REQUEST FORM ***NOTE TO APPLICANT" In ardor to press this request, Prubedrires on the reverse side of thisfom must be followed CONTACTINFORMATION Name:- �sE c/o CN GG Plione(L): Mailing Address:-.174V7 Ai P* l t w o iy dl Phone (2):' - (Sty, state, zlP: Hav s1 . O-)t ax: PROPERTY INFORMATION r.. Description ofDmetopmeaa (I, e. Residential. Coormercia4 Otter): y�J s r e/ .. '%r AL Address of Property(ifprevio"y assigned): l'gdI S Y Legal Description of Property (Block, Lot & Subdivision or Other): /3 iZ / O HCAU Tax ArxoontN®be: ��"� - x�_ CJI - 00 I request the Oily to process the fallowingforthe aferementu nedpropedyy (Ckeck antkat applies): ADDRESS CULVERT Sf NG v [INl'IY VERn1CA]ION After completion of request,. anlicant will be notified by mail at the mailing address listed above. q-11�•uU Signore of Applicant - Date of Submittal RiCDR_,Vm \cMmN.DEVEWM REQUEST MRM(REV. 7-21-05}d.o I I ( PHOME CALL') ( FOR DATE l--3-mQ-7TIME P.M. m OF ❑F�RETUflNED PHONE L3 MOUILE :P-R t 3 '- YOUR ,CALL. r3it�rR EXrr=NSION PLEASE CALL ME7SAGEAM� rt.,Lt� I - Ct." WILL CA LL AGAIN 'CAME TO' •SEEYDU -WANTSTF SEE YOU SIGNED 'TTM FORM 40031, RC/ QUALITY NOTICE THE FOLLOWING DOCUMENT(S) b REFLECT THE POOR QUALITY OF THE ORIGINAL DOCUMENT(S) • FND. �/8 FIN. all N (lJ C:)} 4 I 3 (Y) 0i O 0 M 0 ii f'. E TO -1 arpor-L M FIN. GRADE Storage Bldg. REMOVE 1Y FIN. FLOOR ELEV. - I600' MIN. IS" ABOVE CROWN OF STREET fii d REMOVE 15" NACKBEIM D •o 8" TALLOW 26" PINE 10" �1 ♦ 10' 18' WILLOW 18' TREE CLUSTER Tall Brick Columns `— --8' Wooden Privacy Fence Inset 4' from Property Line } J J IT D ti Dr 12 10" TALLOW D 1 I 1 I 0'I yl 1 � � O O 1 cV I co • I Z ' D- LO 1 � z,z -- 010 I �W I� I ----- '1 _ 'I 1 IACKSER 1 10E 1 pp1 15" C DAR1 1 cretel e Co_ ' 1 HACKBE 2__CED 10" ACKBERRY I SLOP 1/8" /� FT. TO S EEETT 15" HACKBERRY S 86°55'3.7fl — 256 I RJ a 5/i n FND. 5/8" IR e, I Iall B,x® Existing Entrance - Motor Gates PRIVATE DRIVE (FORMERLY SOUTH R STR RE: LANDSCAP ENTRY DRIVE j �09574 ' LAYOUT HEEf L 2 or .or T � . or ��tilyf g'. �` '4�sr Ft Y _ f + .K* u. VO 1Y• : GUIDELINES FOR REQUESTING NATURAL GAS SERVICE Home builders may request service by calling 713-207-4370 or 1-888-575-3094. Requests may also be faxed to 713-207-4340. Please post the address (number and street) so that it is visible from the street to insure that service is run to the correct building. Please request service line as soon as house is piped, and allow 2 - 3 weeks for installation. The following must be done before a meter set will be scheduled. The service line must be installed. A house line inspection, if required, must be performed by the proper authority, and the Occupancy Permit Approval must be delivered to the Reliant Energy Entex Inspection Department. Facing the Meter location, the house line stub out should be 18" to the right of the service line riser, threaded, extending from the finished wall 3" to 4", and be 30" above the ultimate finished ground level. The exterior wall behind the meter location must be finished. (Final brick, stucco, siding, etc.) No other obiects, structures, fixtures or devices which could be a possible source of ignition, path for migration of gas into the building, or otherwise interfere with the meter installation should exist in the area from 3 feet to the right of the houseline stub_ to 4-1/2 feet to the left of the house line stub, or anywhere above this location. Gas outlets, including the fireplace valve, should not be located near electrical outlets for safety reasons. THE SERVICEMAN WILL NOT SET THE METER unless the gas piping has been installed according to all applicable code It is the responsibility of the builder to know the codes and comply with them. Appliances should be connected when the meter is set or the outlets should have a valve and be plugged off. If the outlets are capped off the gas will be left on! Call Customer Service at 713-659-2111 or 1-800-752-8036 to have meter turned on or to have a Read and Transfer when the house is sold. Call 713-223-4567 or 1-800-669-8344 48 hours before any excavation work to have underground facilities located. Call 713-659-3552 to report broken gas lines. 05101 1� REQUIRED RESIDENTIAL INSPECTIONS CHECKLIST THIS LIST IS INTENDED TO SERVE AS A GUIDE FOR STANDARD, INSPECTIONS. OTHER INSPECTIONS BASED ON PARTICULARS OF THE JOB MAY BE NEEDED ON A JOB BY JOB BASIS. TEMPORARY ELECTRICAL POWER POLE GROUND PLUMBING- PLUMBING LOCATED UNDER THE SLAB (MINIMUM IU WATER TEST AND SLAB SURVEb SEWER, WATER, GAS _ FURNISH CONSTRUCTI( AE OR VE FLOOD ZONE ELECTRIC, UNDERGROUND ELEVATION CERTIFICATE IF LOCATED IN SLAB ( INCLUDING FORM SURVEYAND/OR PROPERTY PINS EXPOSED) GRADING/DRAINAGE TO STREET R-0 W-S (NOT ALLEYS OR ADJOINING PROPERTIES) REQUIRED PRIOR TO RELEASING ANY UTILITIES DRIVEWAY/SIDEWALKS REQUIRED PRIORTO RELEASING UTILITIES COVERUP - AFTER FRAME IS DRIED IN, PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS SHOULD BE COMPLETED BRICK TIES t OTHER "S y .� FURNISH FINAL FLOOD ELEVATION CERTIFICATE PRIOR TO UTII.ITY RELEASE GAS TEST -AFTER THE COVERUP INSPECTION AND ALL GAS APPLIANCES INSTALLED ELECTRICAL FINAL- AFTER THE ELECTRICAL TRIM IS COMPLETED FURNISH ENERGY CODE COMPLIANCE REPORT PRIOR TO REQUEST FORFINAL INSPECTION FINAL -WHEN JOB IS COMPLETED (FOR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY) THE CITY OF LA PORTE OFFERS A 24 HOUR INSPECTION LINE 281-470-5130. CALL THIS NUMBER TO SCHEDULE YOUR INSPECTION_ SACPSL=MmpecfiomUZcnd=dW Construction PacketTesid lisp Ckld for ReidPkg,doc Re 1106 SITE: RESIDENTIAL PLAN REVIEW NOTES Sl. Silt fences are required (as per City policy). Failure to comply may result in a cancellation of the called inspection(s). S2. Streets shall be kept clean of all debris/dirt (as per City policy). Failure to comply may result in a cancellation ofthe called inspection(s). S3. Driveways shall be a dust -free material (i.e., asphalt or concrete). Driveway must be installed prior to the City authorizing the utilities for the site. S4. Property shall be graded to drain from the back to the front of the property. This requirement shall be for the duration of the project. Interim drainage systems shall be installed during all phases of construction Final grading & drainage shall be required before airy utilities are released Continuation of inspections is dependent upon compliance with grading & drainage criteria) S5. Sanitary facilities are required on the site before the City will perform inspections. I�il�l�71►�f'1� B 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DW V - horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (addition of square footage) for both residential and non-residential construction where DW V plumbing is installed. B2. All fi rr-downs shall be fire -blocked. B3. At least one operable, exterior window is required for each sleeping room_ That egress window shall have a maximum sill height of 44" above the floor, and must have a net clear openable area of 5.0 square feet ( minimum 24" high and 20" wide.) Second story bedroom windows have the same sill height limitation, but must have a net clear openable area of 5.7 square feet. B4. Draft stop/fire-block all parts of the garage from residence (including attic). B5. Comply with City Type V, Windstorm Requirements or provide an engineered design showing compliance with minimum 115 m.p.h. B6. Brick shall not be supported by combustible material, as per International Residential Code. B7. For State Windstorm Regulations, we recommend contacting the Texas Department oflnsurance for properties located east of New Highway 146.(281474-5025) B8. For ceiling framing (joists) supporting A/C equipment, use 20# loading to determine member size, or provide suitable bracing and reinforcement. B9. Brick ties shall be a minimum of 22 gauge and spaced such that the maximum area supported by one brick tie is no more than 3.0 square feet. Maximum allowable vertical spacing is 16", maximum allowable horizontal spacing is 32". B10. A moisture barrier consisting of 15# felt, kraft waterproof paper, or approved panels shall be provided between all non -treated wood construction and brick Residential Plan Review Notes Con't..... Page 2 of 2 ELECTRICAL: The City of La Porte currently utilizes the 2005 National Electrical Code. Existing local amendments remain in effect. El. Plugs serving kitchen counter tops & islands shall be GFI, as per 2005 NEC. E2. A 110-GFI plug & disconnect is required at A/C unit. Location in accordance with 2005 NEC & the IRC. E3. In closets, maintain a IT' clearance from all shelves to outside of light fixture. E4. A minimum of one (1) smoke detector is required. E5. Outlets shall be in accordance with 2005 NEC, Art. 210-52 (No point in any wall space is more than 6' from a receptacle). E6. A service disconnecting means shall be installed in accordance with the 2005 NEC, Art. 230-70. PLUMBING: Pl. Vacuum breakers are required on all exterior hose bibbs. P2. Watch for low vent. Minimum height is 6" above flood rim prior to re -vent. P3. Material for Temperature & Pressure line to outside shall be galvanized, copper or cpvc. P4 Install a minimum 30" x 30" work platform in front of water heater. The walkway to this platform shall be a minimum 24' in width and maximum 20' in length. P5. Ground plumbing (under slab) must be Schedule 40 PVC. P6. Building sewer (not under slab) may be either Schedule 40 PVC or SDR 35. P7. There must be a two-way cleanout located at the juncture ofthe building drain and the building sewer. MECHANICAL: MI. Exhaust fans shall be vented to the outside. M2. Dryer vent maximum length is 25'. M3. Install second collar shield around fireplace back vent in accordance with City of La Porte policy and per 2003 IRC. M4 Attic installation requires a minimum 22 X 36" access opening with a minimum 24" wide walkway to the equipment. Opening is to be no more that 20' from the equipment and a level working platform extending 30" out from the equipment, the width of the unit or 36" minimum and a 36" high clear working space shall be provided. M5. A/C condensate lines must be connected to the fixture side of a working P-trap, or a deep seal trap. M6. Adequate lighting and a 110 volt outlet shall be provided in the attic in accordance with the International Residential Code. M7. An exterior GFI receptacle shall be provided for the mechanical equipment in accordance with the International Residential Code. S:\CPSI=Mhs1=tionslResidentialConshuctionPacketXResPlan ReviewNotesfor ResidCoastPkg.doc Rev5/06 MINIMUM RESIDENTIAL ELECTRICAL REOUIRMENTS The City of La Porte currently utilizes the 2005 National Electrical Code. Existing local amendments remain in effect. This guide is not intended to cover all residential electrical requirements. Refer to the National Electrical Code for complete residential electrical requirements. SERVICE ENTRANCE: Minimum 100 amp disconnecting means as per 2005 NEC, Art. 230-79(c) Sec. 82-340. Residential capacity and branch circuits (a) All services for 1 & 2 family dwellings, shall be a minimum of 100 amp capacity and shall have a minimum of two (2) spare breaker slots. (b) All underground services shall be installed in a minimum of Schedule 40 Conduit. SERVICE EOUIPMENT — DISCONNECTING MEANS: Location of the service disconnecting means shall be readily accessible in accordance with 2005 NEC, Art. 230-70. BRANCH CIRCUITS General Lighting Circuits: General lighting loads in single-family residences shall be divided into not less than three (3) circuits and shall be balanced as nearly as possible. Circuits may be of either 15 or 20 amp capacity or may be mixed. 20 Amp Maximum 10 outlets and/or lights per circuit as per City's Code of Ordinances, Sect. 82-347 15 Amp Maximum 8 outlets and/or lights per circuit as per City Code of Ordinances, Sect. 82-347 #12 Minimum wire size for branch circuit as per City Code of Ordinances, Sect. 82-342 MmimumResidentisl Electrical Con't Page 2 of 2 Receptacle locations — (A) To be located so that no "point" in any wall space is more than six-foot (6) from a receptacle. Wall spaces two -foot (2') or more in width shall include receptacles. See the 2005 NEC, Art. 210-52. (B) Spacing of countertop receptacles may not exceed 4'. (C) Any countertop 1' or larger shall have an outlet. (D) An outlet must be within 24" of any end of countertop. Small appliance — As required by the 2065 NEC, Art. 210-52(b), a minimum of 2 circuits of 20 amp capacity for all receptacle outlets shall be required for the small appliance loads. Ground -Fault Circuit- Interrupter (GFCI) — As per 2005 NEC, Art. 210-8, all 125-volt, single-phase 15 and 20 amp receptacles serving bathrooms, kitchens, exterior receptacles (readily accessible from grade), garage receptacles not designated for appliances and grade -level portions of unfinished accessory buildings used for storage or work areas. shall have GFCI protection. Arc -Fault Circuit Interrupter Protection - All 120-volt, single phase, 15 and 20 ampere branch circuits supplying outlets installed in dwelling unit bedrooms shall be protected by a listed arc -fault circuit interrupter, combination type installed to provide protection of the branch circuit. Branch/feeder AFCI's shall be permitted to be used to meet the requirements of 210.12(B) until January 1, 2008. Bathrooms and toilet rooms shall have an operable window with a minimum of 3 sq. ft. or exhaust fan vented directly outside. Dishwasher and Garbage Disposals — Require individual 20 amp circuits serving no other appliance(s) or receptacle(s). Washing Machine — As per 2005 NEC, Art. 220-10(c)(2) a 20 amp circuit shall supply the laundry and serve no other outlets. Air Conditioning & Electric Heat — One circuit per unit that is sized by demand (Minimum #12 wire size) as per the City's Code of Ordinances, Section 82-341. Also, GFI outlet and a service disconnect required. Aluminum Wire — The use is prohibited as per the City's Code of Ordinances, Section 82-338. Smoke Detector - In hallways leading to bedrooms, smoke detectors must be located at or before the first bedroom in the hallway either centrally located on the ceiling, or on the wall no more than 12" below the ceiling and in each sleeping room. (110v with battery back-up and in series.) In two-story dwellings a smoke detector must be located centrally at the top of the stairway landing and a smoke detector in each bedroom SACPnare\inspectionsUtesidentinlConstruction packeeMnResidElect for ResidConstPkg.doc Rev.11-05 RESOLUTION 99-31 If your construction project does not lie within AE or VE Flood Zones, the finished floor elevation must comply with the following: HABITABLE STRUCTURES The developer shall provide adequate means for storm water run-off in excess of the "design storm" capacity (Le., 3, 10-year storm) to flow around habitable structures. A. The developer shall provide a grading/drainage plan which shows that all building sites can provide a finished floor elevation: At least one foot (1) above the top of the curb using the highest point along the portion of such curb fronting the building site, or 2. At least eighteen inches (19") above the crown of road elevation, using the highest point along the portion of such road fronting the building site., At least one foot above the gound elevation along all sides of the building site. B. In addition to paragraph (A) above, the developer shall provide a. grading/drainage plan which meets or exceeds the provisions of Chapter 94, Code of Ordinances, Flood Hazard Reduction. C. The developer shall design and construct all streets to minimize, any fill required to bring building pads into compliance with this Code. D. Alternate methods of building protection may be accepted by the City upon submittal of detailed information, review and approval by the City Engineer. S:\CPSharo%NdSPECTION DIVISIOMaspections\ResidentW Construction PaekctRESOLUTION 99 3 Ldoe I CITY OF -LAPORTE IF APPLICABLE LU --------------- 03 ir .0m m �.� Au 0 MAX 0 LXL lu LU 1-u SIDE Stoplj- 1.0% MIN. - 10.0% MAX. SIDE $VVAL6 10% "46 —71- ' ov� MJON'--� SAMPLE DRA.1-NAG .-E PLAN LOT GRADING TYPE "A", ALL DRAMAGE TO STREET C FORM SURVEY REQUIREMENT ' Prior to approval of the ground plumbing inspection, you will be required to famish to the City of La Porte Inspection Division, a copy of a Form Survey. A Form Survey is typically performed by a licensed State of Texas surveyor: A form survey would be required if the slab is on the required setback line or lines or within one (1) foot of the setback line. Exception: The field inspector can require string lines to be pulled from property corner to property comer (*) to ensure proper placement of the proposed slab.. (*) in lieu of the form survey Y R 6 L9 9 S:\CPSIme\INSPEMONDMSIONUnspecb=T=den6al Cmsbucbon Packd\Fmmsuivey.dn 1-04 . BRICK LEDGE 1.1/2" X 5-_ — fEl e 1 I I I I I I 1 #2 STIR. ® 4'(t) (TYP.) 10" 4' - 445 SECTION I EDGE BEAM SECTION V PORCH FROM MAIN STRUCTURE CITY OF LA PORTE MINIMUM.-STANDARDFOUNDATION CONCRETE SLAB �6"X6"X#6 W.W.M.(TYP.) // �� 1�l4 TOP L•__ 2-05 BOT. 4• 1p• q• SECTION II TYP. INT. BEAM T 1 1 — 1 4" ( I. I I �'— 2415 I I. TOP 8 SOT. ' 6"X6'X#6 W.W.M. e � 1'-6"(MIN,) J SECTION III - SECTION IV INT. GARAGE BEAM. EDGE GARAGE BEAM GENERAL NOTES: ALT STIR. DET. 1. BEAR 12" INTO UNDISTURBED SOIL. 2..SATISFY LOT DRAINAGE REQUIREMENTS. 3. CONCRETE SHALL TEST 2500 P.S.I. @ 28 DAYS. 4. PROVIDE 6 MIL POLYTHYLENE DAMPPROOFING. 5. PROVIDE A MINIMUM OF 4" COMPACTED'SAND FILL UNDER ALL SLABS. 6. ALL STEEL SHALL BE LAPPED A MINIMUM OF 20 DIAMETERS. - 7. FRAME TO.BE ANCHORED BY 1/2" J BOLTS. EMBED T INTO CONCRETE. MAXIMUM 4' FEET ON CENTER. NOTE: THESE STANDARDS APPLY.TO ALL WOOD FRAME STRUCTURES UNDER 5,000 SQUARE FEET AND NOT 'OVER TWO (2) STORIES. FOUNDATIONS FOR STRUCTURES IN EXCESS .OF 5,000 SQUARE FEET OR OVER.TWO (2) STORIES IN HEIGHT'SHALLBE ENGINEERED. R:\'D(HIRITS\CITY DEPARTMrrrrS\PLANNING\INSPECIONS\Founda[lon Sundards.dwg City of La Porte Established 1892 MINIMUM STANDARDS 'OR TYPE V CONSTRUCTION These standards are applicable only to structures that can be described by all the following conditions: • Type V (Wood Structure) • One and Two Story Structures • Not Exceeding Thirty -Five Feet (35') in Height • Not Exceeding Five Thousand (5,000) Square Feet of Gross Floor Area • Not Located in a "V" zone (Based on RE.M.A's Flood Insurance Rate Map) NOTES 1. Secure all rafters and trusses to top plate with hurricane clips. Secure every second stud to top plate with mechanical connector. 2. Maximum stud spacing is sixteen inches (16") on center. 3. Use mechanical connectors to tie first and second floor studs together. Install on every second pair of studs. , 4. Secure every second stud to sole plate with mechanical connector. Secure sole plate to slab with anchor bolts. Bolts to be'/2" diameter "T' bolt embedded six inches (6") into concrete with maximum spacing of four feet (4') on center. 5. Install metal strapping to connect rafter pairs across ridge. 6. Exterior walls shall be sheathed with CDX (Exposure I or In plywood or Oriented Strand Board (OSB). Minimum thickness: 7/16" sheathing to lap both top and bottom plates. 7. Hurricane clips are required on rafters at any point where ceiling joists and rafters do not meet at the top plate. S. Mechanical connectors shall be galvanized and nailed in accordance with manufacturer specifications. SACPShare%spectionsUZesidm6al Construction Packet%& Type V Standards for Read Const Pkg.docRev. 8-05 604 W. Fairmont Pkwy. • La Porte, Texas 77571 M_",• TM m EDGE OF I ,O PAVEMENT PAGE 1 OF 2 O i (SEE ALSO CURB M-013. D WG) w 4 I 5 I w z APPROACH UDRIVEWAY Fo-� ► SHAALLL TIE INTO CURB. W �9 W b I I I 1 4 I I I I SIDEWALK CRITERIA DRIVEWAY APRON CRITERIA OMAXIMUM SIDEWALK RUNNING SLOPE © MINIMUM CONCRETE DEPTH 4" NOM. REINFORCE 120 (1l2' PER FT.) WITH #6 6x6 WWM. MINIMUM 25DO PSI CONCRETE. OMAXIMUM SIDEWALK CROSS SLOPE 150 O MINIMUM OF 6" CONCRETE AT CURB LINE AND TAPER (1W PER FT.) TO AT SIDEWALK REINFORCE WITH REBAR AND DOWELS INTO PAVEMENT. OWHEELCHAIR RAMPS 1" 12" MAXIMUM FALL REINFORCE WITH #5 EKS WNM OR . WHEN APPLICABLE. (NOT SHOWN) #3 BAR 15" ON CENTER EACH WAY (318') OR ® EXPANSION JOINTS 30' O.C. AND BREAK #4 BAR 24.ON CENTER EACH WAY (12") JOINTS 6O.C. MINIMUM 4• CONCRETE ® RADIUS DEPTH W/#3 REBAR, 1V' ON CENTER EACH (A) RESIDENTIAL? TOS WAY (3/8") NO WIRE MESH. (B) COMMERCIAL 10' TO 13 OSIDEWALKS SHOULD BE SET BACK A MINIMUM OF 2' FEET FROM THE O EXPANSION JOINTS- DRIVEWAY APPROACH RIGHT-OF-WAY LINE TO ALLOW FOR UTILITY MAINTENANCE ACTIVITIES. ® DRIVEWAY RADIUS SHALL BLEND INTO THE CURB. THERE SHALL BE NO SHARP CORNERS ON THE RADIUS. WIDTH OF LIP TO EQUAL WIDTH OF CURB DEPTH OF LIP MINIMUM 2" NOM. © MINIMUM WIDTH 17 RESIDENTIAL MAXIMUM WIDTH 25 MINIMUMWIDTH2O' COMMERCIAL MAXIMUMWIDTH26 ronns.�waovFns�w+a DRIVEWAY DETAIL SHEET CITY OF LA PORTEr 604 West Fairmont Parkwayk°' DRIVEWAYAPPROACH FOR CONCRETE57EET5 WITH Planning Dept/Engineoing Div. STANDARD DRIVEWAY APRON & SIDEWALK La PorEq T=T/571 281-471-5020 *R•• DATE: NOVEMBER 2005 1 DRAWN BY: JR I CHECKED BY: RO I APPROVED BY: RS I NOT TO SCALE DWG. NO.: DW-012 EDGE OF I PAVEMENT (ASPHALT) I I I PAGE 2OF2 a i (SEE ALSO a I I I Q DW-012.DWG) I a I I v I Al I I I I I W I W 4 © I I I I I I I I . I I NOTES: 0 MINIMUM CONCRETE DEPTH 4' NOM. REINFORCE WITH#6 6x5 WWM. MINIMUM 1. ALL ASPHALT DRIVEWAYS SHOULD BE 2500 PSI CONCRETE. TIED IN TO THE ADJACENT STREET BY 0 FULL EXPANSION JOINT AT PROPERTY LINE. THE OWNER/DEV5LOPER. 2. OWNER/DEVELOPER RESIDENTIAL RADIUS: s DRIVEWAYS IN CONCRETE SHALL BE (A) RESIDENTIAL 2' TO 5'. (INCLUDING ASPHALT) CONSTRUCTED 12" FROM THE ADJACENT (B) COMMERCIAL I V TO 15'. (INCLUDING ASPHALT) ASPHALT STREET. THE INSTALLER SHALL CLEAN THE AREA BETWEEN THE Q STOP CONCRETE 12" SHORT OF EDGE DRIVEWAY AND STREET TO A DEPTH OF OF PAVEMENT. CITY PUBLIC WORKS DEPT. WILL LAY DOWN ASPHALT APPROACH AT LEAST 6" TO ALLOW THE CITY TO APRON. INSTALL THE ASPHALT TRANSITION. 3. FOR SCHEDULING OF THE DRIVEWAY Qs RESIDENTIAL DRAINAGE CULVERTS TO BE SIZED BY CITY OF LA PORTE TIE-IN, PLEASE CONTACT OUR CITY EXCEPT ON COUNTY OR STATE ROADS, PUBLIC WORKS DEPT. AT 281-471-9650. WHICH WILL REQUIRE A STATE OR SEE TABLES 10-2 AND 1D3 COUNTY PERMIT. FOR REMAINING RESIDENTIAL MINIMUM WIDTH 12' AND COMMERCIAL SPECIFICATIONS MAXIMUM WIDTH 25' RESIDENTIAL MINIMUM WIDTH 20' i COMMERCIAL MAXIMUM WIDTH 25' f IOR IS APPROVED SrMPILNO DRIVEWAY DETAIL SHEET CITY OF LA PORTS 604W. FalrmontNrkway PlantLaPo� TE=77571g Div. ASPHALT STREETS WITH OPEN DITCH . 281-471-5020 mn DATE: NOVEMBER 2005 DRAWN BY: JR I CHECKED BY: RO APPROVED BY: RS I NOT TO SCALE IDWG. NO.: DW-013 ZONING FIGURE 10-2 CURB AND DRIVEWAY CRITERIA, RESIDENTIAL DISTRICTS (R-7, R-2, M, Driveway Drive width Curb return radius Distance from intersection Spacing between driveway Distance from side lot line Intersecting angle Approach grade For concrete drives,only: EL Material •b. ^Expansion joint Curb (if applicable) Obstruction clearance Requirements 12' to 25' 2' to 5' 25' min.* 10' min. 3' min. 90 5% max. Min. 4' thickness w/ 6x6 V6 W.W M: At property line Curb, disappearing at property line Min. 3' from poles, hydrants, etc. § 106-835 *This'distance shall be measured from the intersection of property lines common with street :.. righkrof--way, lines:i;, .. FIGURE 10-3 CURB -AND DRIVEWAY CRITERIA COMMERCI, iL AND 'INDUSTRIAL'DISTRICTS Driveway G`riterid - ' ' Drive:width Curb return radius Distance from intersection Spacing between driveways Number of accesses % ofproperty frontage intersecting angle Approach grade Expansion joint Requirements Commercial ; 20' io'25' 10, to 15, 40'* 40' min. 1/80'; 21150'- 40% 90 ' 5°jo max. At'prop:line CD106:95 Industrial, 30`t 40' 7A''to,15' 40' min.* 40''min.` ]/80; 21150' ..40% .90 5% max. At prop. line SIDEWALK DESIGN CRITERIA A Sidewalks meeting Americans with Disabilities Act (ADA) parameters are required on each side of all public streets. The developer shall be responsible for the installation of all sidewalks in a new development in residential or other areas as required. This shall include but not be limited to along parks, drainage ,channels, public utility easements and detention ponds. The standard sidewalk width shall be 4 feet but when the sidewalk is set adjacent to the back of curb where allowed or where existing conditions dictate, a 6 foot wide sidewalk shall be used. The developer is responsible for obtaining any and all agreements with the public utilities for the installation of sidewalks across applicable easements B. Sidewalk wheelchair ramps shall be required at all intersections and 90 degree bends in the street and shall adhere to ADA design criteria.- All wheelchair ramps - shall be made of concrete with a brick stamp. C. Sidewalk construction in an esplanade shall be at the esplanade noses only and shall conform to the following parameters: A transverse concrete sidewalk, 6 inches thick, shall be constructed in all esplanades as a pedestrian refuge area. All; concrete sidewalks in esplanades shall be 6-10 feet wide as measured from the esplanade nose. Patterned concrete or brick stamp may used. Any ramps associated with sidewalks in an esplanade shall conforrit to ADA design criteria. D. Sidewalks should be set back a minimum of 2 feet, from the right -of way line to allow for utility maintenance activities. E. Expansion joints shall be placed a maximum of every 30 feet in concrete sidewalks. F. Concrete sidewalks shall have a minimum thickness of 4 inches with No. 3 rebar spaced at 18 inches on -center each way. No wire mesh shall be allowed. G.. Specialty sidewalks such as brick sidewalks or other nori-standard sidewalk material must receive special approval from the City. S:1CPSh=4.SPEC GNDIVLSI0NUrLv=6 )Resideffial coastnmon PaoketmBwALKDESIGN cRr ERImdoc1-04 A TEXAS DEPARTMENT OF INSURANCE - F Windstorm Inspections I MC 103-1E 333 Guadalupe Street P.O. Box 149104 AUSIm, Texas 787111-9104 (S 12) 322-2203 or toll free 1-(800)248-6032 Fax (512) 322-2273 APPLICATION FORWINDSTORMBUILDING INSPECTION Form WPH Location of Structure To Be Inspected Complete Address: Tract or Addition _ Lot Tract Block Una standard address is a ilable, submit one or all of The following: strip map shoving the eruct locutina of the sintcture, Route/Bar, LoURIock Traci. City Zip Code County ❑ Inland 1 ❑ Inland 11 ❑ Seaward ❑ Inside City Boundary ❑ Outside City Boundary Owner Name Telephone No. Mailing Address City Zip Code Builder / Contractor Name : .Telephone No. Fax No. Mailing Address —City—_ Zip Code E-Mail Address Other Contact ❑ Insurance Agent ❑ Engineer ❑ Other(Speciry) Name Telephone No. Fax No. Mailing Address CityZip Code E-Mail Address Texas Registmtion No. (irapplicable) ' Engineer Inspecting (if applicable): ❑ The Entirc Structure ❑ The Foundation ❑ Other (Specify) ,:ommencement of Construction Date or Application Date First Inspection Needed The Texas Deparbnetrt of Insurance will perfomi Inspectlons within 48 hours from llte requested Inspection date. I. Person to Contact: S. No. of Stories: 9. Mechanical and Exterior ❑• Owner Equipment: ❑ Builder/Contractor 6. Cl - Insurance Agent ❑ Engineer 2. Type or Building: Cl Commercial ❑ Residential Dwelling/ Duplex ❑ Garage Attached by Breezeway ❑ Detached Garage ❑ Condominium (# of Units_•) ❑ Townhouse (# of Units_') ❑ Apartments (# of Units — Per Building C1 Farm & Ranch Q Metal Building ❑ Other (Specify) 3. Building Dimensions: x 4. Square Feet: .... __ Type or inspection: ❑ New ❑ Addition (Type) Q Alteration (Type) ❑ Roof O Other (Specify) 7. Type of Construction: ❑ Wood Frame ❑ Masonry.Exlerior Walls ❑ Steel Frame ❑ Oiher (Specify) _- 8. Foundation: ❑ Monolithic Slab on Grade ❑ Piling ❑ Pier and Beam ❑ Post Tension iJ Air ConditioncrEquipment Cl Other (Specify) . 10.. Exterior Covering: Wood Structural Panel Siding ❑ Board Siding ❑ Brick or Stone Veneer ❑ Stucco ❑ Vinyl, Alumintun, or Steel Siding ❑ Other (Specify) 11. Re -Rout Information (ir applicable): ❑ Nail Over ❑ Partial Re -Roof (Location) - ❑ Complete Re -Roof ❑ Complete Deck Replacement ❑ . Partial Deck Replacement (Location) I2. Roof Slope: in 12" 13. Exterior Wood Stud Size (if applicable): ❑ 2x4 ❑ 2x6 _ ❑ Other(Specify) 14. Exterior Wood Stud Spacing (if applicable): ❑ 12 inches ❑ 16 inches ❑ 24 inches 15. Exterior Wood Stud Lumber Species (if applicable): ❑ Southern Pine ' ❑ Douglas Fir -Larch ❑. Hem -Fir ❑ Spruce -Pine -Fir 16. Exterior Wood Stud Lumber Grade (if applicable): ❑ No.I ❑ No.2 ❑ No.3 ❑ Stud ❑ Other (Specify) 0. Maximum Roof Span:. 18. Roof Framing: ❑ Rafters ❑ . Trusses 19. Truss Manufacturer (if applicable)- 20. Maximum Rafter Span,(if applicable): 21. Size of Rafters (if applicable): O 2x6 ❑ 2xg q 2xl0 ❑ '2x 12 22. Spacing or Rafters (if applicable): ❑ 12 inches ❑ 16 inches Cl 19.2 inches 24 inches Comments: 23. Rafter Lumber Species (if applicable): Cl Southern Pine Cl Douglas Fir -Larch ❑ Hem -Fir ❑ Spruce -Pine -Fir 24. Rafter Lumber Grade (if applic ❑ No.l able): ❑ No.2 Cl No.3 ❑ Other(Specify) 25. Type of Roofing Material: Cl Composition Shingles ❑ ' Wood Shingles or Shakes ❑ . Tile Roof ❑ Manufactured Metal Roofing ❑ Built -Up Roofing ' ❑ Single Ply or Modified Bitumen .❑ Roll Roofing' ❑ Other (Specify) 2.6. Roofing Manufacturer: 27. Exterior Covering Manufacturer: 28. Window Manufacturer: 29. Door Manufacturer: 39. Garage Door Manufacturer:` 31. Manufacturer of Impact protection Deices: 32. Other Building Products and -Manufacturers: SUflh11TTER NAME SUBMITTER SIGNATURE: PLEASE CHECK ON& ❑ (PLECEPRIW) TE: Owner ❑ BullderlComractor ❑ Insurance Agent ❑ Engineer ❑ Other (Specify) __ FOR TF..SCAS DEPARTMENT OF INSURANCE INSPECTIONS: MAIL OR FAX TO YOUR LOCAL FIELD OFFI('F: FOR ENGINEERF.D ti rR21CTL'RES: NIAIL QR FAXTO AUSrtN OFFICE: 5121322-22773 TORSI WPI.1 . AMF .NDED OCrORER 1, 1998 . Page is too large to OCR.