The URL can be used to link to this page

Home My WebLink About10051 PORTER RD_07-1402_07-1405__________10051 PORTER RD. SPEC 15 WEST 1/2 96i-c- to , + 5 Tl A • : fr : - ( • I IF of 'fit.' • 1111 I .. i Huber, Mark .� Page 1 of 1 Fromm' Huber, Mark Sent: Wednesday, September 19, 2007 8:43 AM To: 'jbenham' Cc: 'Charlie Christ'; 'Mark Hayes'; 'Bryan Christ'; Huber, Mark Subject: RE: permitting of Spec 15 - 10051 Porter Rd. Thank you for the letter. It will serve to amend the drawings you submitted for build out of Spec-15. I will work on wrapping up that permit request today. FYI, I will be out of the office on Friday and Monday. MH From: jbenham [mailto:jbenham@claydevelopment.com] Sent: Tuesday, September 18, 2007 5:27 PM To: Huber, Mark Cc: 'Charlie Christ; 'Mark Hayes'; 'Bryan Christ' Subject: re: permitting of Spec 15 - 10051 Porter Rd. Mark, i Attached, please find a .pdf letter regarding the permitting of our Spec 15 project. Thanks, John John Benham, RA, CDT, LEED AP Clay Development and Construction, Inc. 800 Gessner Rd. Ste. 850 Houston, TX 77024 Ph: 713-789-2529 x120 Fax: 713-782-3755 jbenham(rDclaydevelopment. com www.claydevelooment.com 9/19/2007 Page 1 of 1 Huber, Mark From: jbenham jjbenham@claydevelopment.comj Sent: Tuesday, September 18, 2007 5:27 PM To: Huber, Mark Cc: 'Charlie Christ` 'Mark Hayes'; 'Bryan Christ' Subject: re: permitting of Spec 15 - 10051 Porter Rd. Attachments: CDC_Spec 15.PDF Mark, Attached, please find a .pdf letter regarding the permitting of our Spec 15 project. Thanks, John John Benham, RA, CDT, LEED AP Clay Development and Construction, Inc. 800 Gessner Rd. Ste. 850 Houston, TX 77024 Ph: 713-789-2529 x120 Fax: 713-782-3755 jbenham claydevelopment.com www.claydevelopment.com rM f 7 ZT q �Fl r RF�oo/yF4A,'P ok 40ryFC/7- 14 y A, NF�'S 1YgNS tigN�F0cc. F�1,0 ! R%*Or R 9/19/2007 1 ��'� DEVEIOYMENI 8 CONSIRUCIION-INC:+ Sept. 18, 2007 Mr. Mark Huber La Porte City Hall — Department of Building Planning 504 West Fairmont Parkway La Porte. TX 77571 Re: Spec 15 Build Out, 10051 Porter Rd., La Porte. TX 77571 Mr. Huber. Per a conversation I had with Charlie Christ today (9/18), we've acknowledged the Building Code requirement of having restroom facilities within 500 feet of occupied space for the Spec 15 build out project. The drawings for this project which we submitted to you for plan review and permitting, dated August 30, 2007, will only be for occupancy and use of the east half of the Spec 15 shell building, or 500' from the east exterior wall of the building. Thank you for your ongoing review and comment on this project, and others we will submit to you at the City of La Porte in the future. Additionally, we here at CDC appreciate your continued direction regarding the drawing submittal process to your City. Sincerely, John Benham Clay Development and Construction, Inc. Registered Architect, State of Texas, #19151 PO TyFgp rOlyFcZP, 0 14N� 10, cygNGFOQc/R�Dp��sq` URRiN� f DE%'ewreN./Dtsu:n-Bl,u.ut:us uE I?U1.]rHIAL BI ILD-fu-SI a t'AIILIIIE> kq W & S WORK ORDER#. DATE S- 3o-oi NEW ADDITION T LEGAL DESCRIPTION / :S bi Pr 7k a" 9 P-4&f 5 E OWNER C ! ��iu Q R>�rvten PH# 7�s 9 - asa-q CONTRACTOR ��?� L/xYlraRzanv PH# 713 - 799 - a 5 0-9 DATE WATERFRONT FT FEES SEWER FRONT FT FEES WATER TAP SEWER TAP FLOOD ZONE PERMIT (required if AE or VE zone) BUILDING PERMIT PLAN REVIEW FEE DRIVEWAY TIE IN FEE PARK LAND FEE - ZONE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT ADDRESS REQUEST ZONING CLASSIFICATION FLOOD ZONE ,- BLDGPLANS SUBMITTED BLDG PLANS REVIEWED FEES PAID PERMIT # 07.(402. N/A 19 G. OD 01- 4az IZ9, 00 MECHANICAL PERMIT $:spectlo s E1VZTAT.INSP SAEE'ISnay 06.doc 7101 ��cos 3400 a ��JJ U * R L Esu M, MOTORN M FAXED: T POLE CONST ELEV CERT recv'd if in AEIVE zone) FORM SURVEY (if applicable) GROUND PLUMBING PIERS SLAB/FOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) COVER-UP LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL DRAINAGEIGRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOPOFFINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION. SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL FAXED: ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) FINAL SACPSHAREMNSPECTIO I NSDIVISIONANSPECTION . S\RES-COML &SP SHEETwtO5.XLS a City of La Porte �) 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 07-00001402 Date 9/26/07 Property Address . . . . . . 10051 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description NEW, COMMERCIAL Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 21000 Owner Contract ----------------------- --------- -- L 7' C-2 REAL ESTATE HOLDING L CLA E P CONST 800 GESSNER RD STE 0 80 GES E 850 HOUSTON X 70244492 t STON TX 77024 3) 789-2529 ------------------ t ture Info a '00 000------------------Construction T NO IBLE (TY.I,II) Oc panty Type ST G -----Oth- s uct-in- FL D ZONE X Pe i . . . BLDG PERMIT -NEEW COMMERCIAL 1) Ad a sc .� PART.(500' ONLY) INT BLD OUT X�I Per ee . . . . 170.00 Plan Check Fee 85.00 Issu D e - /,26/07 Valuation l 21000 Expi do nit.e�� \ 2 /08 �\� Qt Unit er � Extension BASE FE 20.00 20.00 7. 0 THOU BLDG - '20 - 50,000 0.00 --------------------------------------------------- =----------------- ----- Special Notes and Comments ' 1.COMPLY WITH FIRE MARSHAL PLAN REVIEW N OTESATTACHED.-.2.}THIS PERMIT WILL ONLY - "1""BE FOR OCCUPANCY/BUILD OUT OF THE EAST ALF OF SHELL BUILDING, OR 500' FROM THE 1 t EAST EXTERIOR WALL OF THE BUILDING.L3.1-.0 ALL_FOR INSPECTIONS. 4? NO TENNANTS ALLOJ WED AND NO USE OF BUILDING-UTIL A_NEW_ZO- NING PERMIT IS ISSUEDIS. ALL WORK TO COM PLY WITH TAS/ADA. 6. NO MECHANICAL AT TH IS TIME. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 170.00 170.00 .00 .00 Plan Check Total 85.00 85.00 .00 .00 ------Grand Total 255.00-----255.00---------.00.00 --------------- ----- — - (SIGNATURE �fF CONTRACTOR"OR 2WTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFIC "0R AUTHORIZED AGENT) DATE R€ L E l V E D PERMTT APPLICATION Aus 9 u,W City of La Porte stablished 1892 281-470-5073 Building /- Mechanid 'Electrical `Ph=bmg °(See back of form) ProjectAddress: 10051 POA-MQ 2 P6 Lot: S/ µ l 1 w PT 7 a 9 Subdivision_ V►dbE12W ooQ 8U51y 5 . Pe RL' _Block Rtr�Qvf= 4 2[nSaw Owner's Name: rU sy :,713-leg -2S29 1►ft. E 0 u � ln�.Pwq u. �� r . _ uur.w •. _� _ �� Storoy Q For City Use Only Oaupancy Type - W hie . Flood Zone X Construction Type_-__IFo7—_� Use Zone P U•D ONc y Cass Work Sq. Ft.2w2 o00 # Stories Parking Rat o � e&— �. • • «._ / D. • 9Ao� I/!A✓c pe6� w.rwSt>2 /1/o TfivwR•�1 ,4J/oWe� Taus r HCAD - 6 qD - I l q- O O O• Yi O O (o' _ S .�/o us"e o F b ui: n i. u s f.'/ Residential drivcvavtie-in fee:, �.� HeW L.N. Paddand(New Res. (;a): Zane # A1.4 -- Fee: Permit No. U .� - / 4y ,I' Permit Fees Z20, O e2 Plan Check Fee: O o S:�Crsb.0 spa =\B,146P aApp(X2406.mc No (A"A- ie..A nark + M e. O M .wo tix- C � w/ TAS/A EA. CITY OF LA PORTE, TX *** CUSTO RECEIPT *** Batch ID: PE_VICKIE 9/26/07 02 Receipt no Type SvcCd Description 2007 1402 BP PERMITS Qty 1.00 10051 PORTER RD Tender detail VM CREDIT CARD $255.00 Total tendered: $255.00 Total payment: $255.00 Trans date: 9/26/07 Time: 7:53:17 THANK YOU FOR YOUR PROMPT PAYMENT 140793 Amount $255.00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 07-00001405 Date 10/24/07 Property Address . . . . . . 10051 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description MISCELLANEOUS Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 48449 Owner Contractor ------------------------ ------------------------ C-2 REAL ESTATE HOLDINGS LTD CUSTOM FIRE PROTECTION OF TX 800 GESSNER RD STE 850 5023 ADDICKS SATSUMA HOUSTON TX 770244492 SUITE H HOUSTON TX 77084 (281) 858-6200 --- Structure Information 000 000 FIRE SPRINKLER INSTALLATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . FACTORY & INDUSTRIAL ------------------------------- _--_ --------------------I-------------------- Permit . . . ^ BUILDING PERMIT -FIRE SPRINKLER'' Additional desc �---FIRE_SPRINKLER.-INSTALLATIONS -- 1. Permit Fee . . . . 380.00 Plan Check Fee'. 190.00 Issue Date . . . . 10/24/07 Valuation . . . . 48449 Expiration Date . . 4/21/08 Qty Unit Charge Per Extension BASE FEE 20.00 48.00 7.5000 THOU BLDG - 1,001 - 50,000 360.00 ---------------------------------------------------------------------------- Special Notes and Comments (1) AS PER PRINTS AND NOTES (2) CALL FOR INSPECTION BY INSPECTION DEPARTMENT AND FIRE MARSHAL ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 380.00 380.00 .00 .00 Plan Check Total 190.00 190.00 .00 .00 Grand Total 570.00 570.00 .00 .00 (SI NAT RE OF CONTRACTOR OR AUTHORIZED AGENT) (A P BUILDING OFFICIAL OR AUTHORIZED AGENT) �IA E �/? �Q PERMIT APPLICATI : -R - SEP 7 CDT III City of La Porfe- � 281470-5073 I Building Mechanical *Electrical *Plumbing *(See back of form) Project Address: 10 0 Subdivision ft S /, Block: W PT 7z x g -c • G' L'A Street City Building Us : XAdL t44e' _ Valuation V 6. 44- , 00 �713-78y-•a5 �7 -?o64 Zip Sl-SSS-�Lce -- 4, -708 Zip For City Use Only _ . - —' Occupancy Type__?� Flood Zone 2- Class Work- , i Sq. Ft Construction Type Use Zone %y # Stories_Parking Req �--I - /7i7 Commercial Buildings Plans Only -Fire Marshal Approval% /d"` /�+� Date 7 7 Checked/Approved for Issuance CE: Special A v //-5&e Taxes ate Permit No.bT.ILA! 0.5- Permit r< HCAD 00 ' 11 �- w - Residential driveway tie-in fee: O -.�• Check Fee: / r-1 0•* 380.00+ 190-00+ 570•* C. . 'Fire Prot, r4*0 of Texas, Inc. Design Build specfdrau t RE C E t , .. 5023 Addicks Satsuma, Suite H SEP 7 2W7 Houston, Texas 77084 (281) 858-6200 • FAX (281) 858-6207 Design • Installation • Inspections • 24 Hour Emergency Service LETTER OF TRANSMITTAL DATE: September 6, 2007 TO: City of La Porte 604 West Fairmont Pkwy La Porte, TX 77571 PROJECT: Spec #15 - Underwood Bus. Pk -AG 10051 Porter Rd La Porte, TX 77571 TRANSMITTED VIA US Mail Courier UPS FROM: Jackie Spaw ATTENTION: Plan Review Dept SUBJECT: Submittal PROJECT #: 0778 FedEx Delivered Quantity Description of Items Enclosed 3 Blueprints 1 Hydraulic Calc.'s 1 City of La Porte Permit Application Message: t City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------'- Application Number . . . . . 07-00001402 Date 12/04/01.;:,•. Property Address . . . . . . 10051 PORTER RD HCAD Number 040-174-000-0006 Alternate Search Method . . . // _�f ✓� Application type description NEW, COMMERCIAL (i Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner ------------------------ C-2 REAL ESTATE HOLDINGS 800 GESSNER RD STE 850 HOUSTON TX Contractor ------------------------ LTD CLAY DEVELOPMENT & CONST 800 GESSNER STE 850 770244492 HOUSTON TX 77024 (713) 789-2529 Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW ELEC Sub Contractor HARTSTACK ENTERPRISES, INC Permit Fee . . . . 125.00 Issue Date 12/04/07 valuation . . . . Expiration Date 6/01/08 -Qty Unit Charge Per BASE FEE 1.00. 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 10.0.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 2.00 3.7500 EA EL - WATER HEATER 2.00 1.5000 EA EL-DISWASHER/ GARBAGE DISPOSAL 2.00: 15.0000 EA EL - METER LOOP & SERVICE/TCI 4.00 3.5000 EA EL - 10 HP AND UP TO 50 HP 7 ----------------------------------------------- Special Notes and Comments 1.COMPLY WITH FIRE MARSHAL -PLAN REVIEW_N OTE_S ATTACHED.`2.,THIS_PERMIT WILL ONLY ^\ 'BE FOR OCCUPANCY/BUILD OUT OF THE..EAST,� iKLF OF _SHELL_ BUILDING OR 500' FROM THE• EAST EXTERIOR WALL OF THE BUILDING. 3. C ALL FOR INSPECTIONS. 4. NO TENNANTS ALLO WED,:AND'NO USE OF BUILDING UTIL A NEW ZO NING PERMIT IS ISSUED.5. ALL WORK TO COM PLY WITH TAS/ADA. 6. NO MECHANICAL AT TH IS TIME. -------- 7------------------------- Fee summary Charged ----------------- ---------- Permit Fee Total 125.00 Grand Total 125.00 0 Extension;, ,. 3.00• 60.00 7.50 3.00 30.00. 14.00 ---------------------------------------- Paid Credited Due 125.00 .00 .00 125.00 .00 .00 """"^ I Mecbanical Valuation: 1- Ym*,rr APPLICATION City of La Porte 281470-5073 •Electrical '(See back of for. City �z c rag Established 1892 'Phmrbmg zip t Person: CG_Y Footage: ,KRMANENTLY AT TM OF 0009GUcy Type Flood Zone Class Worjc Sq. Ft Construction Type Use Zone # Stories Paddn8 Req List use of Building Date use rased Commercial Buildings plans Only Fno Marshal Appruval__________Pate- a=ke&Appmved for Issuance By. Date CE: Special Taxes Resift Rmdcobal driveway tie-in fee: PaMmd(New Rcs. g ): Zone # Fee: Permit No. 0-7-1402- Permit Fee L,25 0 d Plan Cbeck Fee: S:%CPSbm UuVcW MftPmmI4ppDQ406.dec COMPLETE THIS SECTION FORCCAL PERMITS:: NOTE: MINIMUM CHARGE ON PER�Wr(S) IS $20.00 Description ,� Charges Quantity Fees PERMIT ISSUE FEE S7.56 $7.50 Outlets, Fps. Lights & Switches (Id 5 - Flat fee) $3.00 3.uJ Above Itzms (All Others) .60 each_° Clothes Washer/ Dryer S 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven S 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each 2- Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) S15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Sctvice S15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including 'h by S 1.50 each '/n by and less than 10 hp S 2.50 each 10bp&up to50bp S3.50each 50 by and up S 4S0 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMTT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE S15.00 _ _ _ $15.00 Fndares/Drains/Traips S 3.75 each Sewer (New, Repair, or Replacement) S-7.50 each Septic Tank/Seepage Pit/Drain Field S15.00 each Water Healer S 3.75 each Gas Piping System (1-4 outlets, flat fee) S 7.50 Gas Piping System (over 4 outleu-each) S 1S0 each Installation, Ahm-4tion or Repair of Water Piping and/or Water Treating Equ#ment S 7.50 each Repair/Aheration - Drain or Vent S 7.50 each Each Vacuum Breaker/Bacldlow Protection Each One (1-5) S 3.75 each Each One (Over 5) S 225 each Reinspection Fee $35.00 each Total S:1CPMh \INMTZITON DIVIMONVmpecbm=lBW` Paffi APO Sider 1128 ADC CITY OF LA PORTE, TX * * * CUSTOM]" 2ECEIPT Batch ID: PE_VICKIE 12/04/07 01 Receipt no: Type SvcCd Description 2007 1402 BP PERMITS Qty 1.00 10051 PORTER RD/CLAY Tender detail CK Ref#: 5080 $125.00 Total tendered: $125.00 Total payment: $125.00 Trans date: 12/04/07 Time: 11:14:08 THANK YOU FOR YOUR PROMPT PAYMENT 25084 Amount $125.00 LA PORTE FIRE MARSHAL'S OFFICE PLAN REVIEW Clay Development 10051 Porter Road Above -Ground Fire Protection Date: 09 / 17 / 2007 Reviewed by: Clif Meekins, Fire Marshal Approved: YES The following items are identified by the Fire Marshal's Office during the plan review: 1) Buildings fire protection system shall be tied into an alarm system, separate plans shall be submitted for alarms. t 2) The Fire Marshal's Office must witness a function test of the above -ground Fire Protection system. t 3) Contact the Fire Marshal's Office 24hrs in advance to schedule an above -ground Fire Protection system test. 120 South 2nd Street, La Porte, TX 77571 Office:281-867-4603 Par: 281-8674629 . _ r;EfJ Of VClO P1d CN1 n CONS•UC LION IKCTRANSMITTAL LETTEV, TO: City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 ✓ ATTACHED ✓ PRINTS ❑ REPRODUCIBLE AUG $ 0 2007 ATE: 8/29/2007 rrN: Mr. Mark Huber JOB NAME.: CDC Spec 15 6. 10051 Porter Rd. Interior Build Out ❑ UNDER SEPARATE COVER ❑ COPY OF LETTER ❑ SPECIFICATIONS ❑ CHANGE ORDER ❑ SHOP DRAWING ❑ --=' UANTITY DESCRIPTION 1 Permit Application 1 Zoning Permit Application 2 Interior Build Out plans ITEMS TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ FOR YOUR USE ❑ APPROVED AS NOTED ✓ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ AS REQUESTED REMARKS: .SENT VIA: ✓ MESSENGER ❑ FEDERAL EXPRESS ❑ FAX ❑ MAIL Mark, Interior build -out plans for the address above are submitted here for plan review and permitting. Please note the scope shown only addresses the addition of a pair of restrooms as well as lights in the warehouse space within an existing shell building. Please see the cover sheet on the drawing packages for an additional summary regarding what is and is not included as part of this build out. I greatly appreciate your ongoing direction and patience with your helping me understand how to submit projects to your City properly. Please call or e- mail me as you have any questions. Thanks, John Benham Phone: 70-789-2529 E-mail: ibenham@claydevelopment.com COMAIERCIAL C DC, A PLAN REVIEW COVER SHEET S e ec' . IS (INTERNAL USE) P""" 13D lL-n OVA ADDRESS: l o o S 1 Po r y e R. l?, a OWNER'S NAME: Gt A.. D evolve a..� PROJECT TYPE: gu%r o -o, j, NEW: • ADDN: � HCAD#: HTE LOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED (Applicable on Demo, Addn, or Remodel) c�«lr�pplicable to Comm. Or Ind.) kaLg 9 (If yes, permit cannot be issued.) ✓_ (If yes, permit cannot be issued.) c/ �� f'i F A IT�N6'i �'Et)EiI��B�---y►r v�A9I1 }►EII}10'f-P�F,BFIB?' ii 9 ��4FP161Ef A8 6E? �/� (If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: 9 - t 3- o 7 INSPECTOR Tc-rn .i ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK c K- OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED 9113/0-7 y:3oe� TG/rn,INui��( G. SACPSh=\1NSPECnON DIVISIONUnspeatia \COML PLAN REVm;W COVER SIEETAW Rm AUG2005 INSPECTION SERVICES BUILDING PERNUT CHECKLIST (COMBERCIAL) Job Address: /D OS/ tr-dl HCAD#: D yd Z7y_M0 — 000 6 Owner Name: C ,��Flood � Zone 2� R made! ea�p�— Type of Work:-�Te••' � Date Received in Inspections: L, 3 d— ri % Legal Description: Zoning: Allowable U9615 OR N Action? Ord. #s: Complete and accurate construction drawings (all phases) 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 to obtain necessary permits. Survey of Certified Site Plan' (If required • North Arrow • All existing & Scale indi Planning construction • All required building setkack lines • Utility Easements/Alleys, (show if applicable) • Distance for proposed structure FORMAT t documents �icluding (SBC 1 .2.5) (Dev Ordi ance 1 (Appen E) (Dev Ordin ce (Appendix ) (Dev Ordinan (Appendix E (Dev Ordinance (Appendix E) 1444)Yes or No or No 1 or No 6k-1 'S � u/ 1444) Yes o� 1444) Yes or (Dev Ordinance 1 (Appendix E) lines ev Ordinance 1 (Appendix E) Yes or Yes or No S - J 6 No No 1.4 Inspections Division Building Permit Checklist Page 2 ✓ (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No v (CLP Resolution) Yes or No _ (CLP Resolution) Yes or No (City Ord 106-141) Yes or No (City Ord 106-141) Yes or No (City Ord 106-141) Yes or No jem✓ "ece=&I-7 Yes or No s a " r Yes or No (City Ord 1444-A) Yes or No (City Ord 1501-R5) Yes or No opmen Tnr t (City Ord 194-63) Yes or No ✓. �x arP e - �- •--+=--�+- rr (Ord 759-F) Yes or No (Ord 759-F) Yes or No (City Ord 74-121(c) Yes or No (City Ord 82-35) Yes or No (State Law) Yes or No ��.•. (�. :• Electrical Drawings (State Law) or No ❖ Plumbing Drawings (State Law) gs or No o -L R� fij �3 r i/�zi Ei€ai3pli le-) (State Law) Yes or S:\cpshue\jNSpECTI0N DI VISIONVnspectionsUdg P Checklist ComINov06doc m SEP 7 2007 Hydraulic Calculations Spec # 15 — Underwood Business Park — AG 10051 Porter Rd LaPorte, TX 77571 CFPTX Project # 0778 � 1,�=_� }==Eli, �.. J f�i ccUIY Pro\ided by: Custom Fire Protection of Texas. Inc. 5023.4ddicks Satsuma. Suite H Houston. TV 776SY Phone: 287-8;58-6200 Far: 2NMM-6207 RECLt SEP 7 07 a ... Fire Protection W Computer Design Custom Fire Protection 5023 Addicks Satsuma Suite H Houston, TX 77084 281-858-6200 Job Name Spec15 Building Location System Contract Data File : ,Spec15Ca.wz1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / FlDw Summary - M ARD Custom Fire Protection Page 1 Sped 5 Date 081707 Node Elevation K-Fad Pt Pn Flow Density Area Prose No. Actual Actual P. B16 28.66 89.11 no 5 32.25 14 75.82 no 121.91 12 100 75.0 6 32.5 14 752 no 121.4 1.2 100 75.0 7 32.66 14 75.1 no 121.32 12 100 75.0 8 32.91 14 75A9 no 121.39 12 100 75.0 B15 28.66 89.72 no 9 32.25 14 76.2 no 122.21 1.2 100 75.0 10 32.5 14 75.56 no 121.69 1.2 100 75.0 11 32.66 14 75.45 no 121.81 1.2 100 75.0 12 32.91 14 75.53 no 121.67 12 100 75.0 B14 28.66 91.02 no B13 28.66 92.1 no B12 28.66 92.99 no B11 28.66 93.73 no 810 28.66 94.34 no B9 28.66 94.85 no B8 28.66 95.27 no B7 28.66 95.6 no Be 28.66 96.87 no B5 28.66 96.07 no 84 28.66 96.21 no 133 28.66 98.3 no . B2 28.66 98.34 no 817 28.66 88.94 no Bl 28.66 96.36 no 1 32.25 14 75.72 no 121.82 1.2 100 75.0 2 32.5 14 75.1 no 121.32 1.2 100 75.0 3 32.66 14 75.0 no 12124 1.2 100 75.0 4 32.91 14 75.09 no 121.32 1.2 100 75.0 A17 28.68 95.66 no A16 28.66 95.67 no A15 28.66 95.73 no A14 28.66 95.a5 no A13 28.66 96.0 no Al2 28.66 96.18 no All 28.66 96.39 no A10 28.66 96.62 no A9 28.66 96.88 no AB 28.66 97.17 no A7 28.66 97.48 no 'A6 28.66 97.82 no A5 28.66 98.19 no A4 28.66 98.59 no A3 28.66 99.02 no A2 28.66 99.49 no Al 28.86 100.01 no TR 28.54 111.47 no BR 3.0 128.21 no SP 1.0 131.54 no W1 -3.0 140.29 no UG1 3.0 139.59 no UG2 3.0 139.5 no UGS 3.0 138.6 no UG6 3.0 137.89 no UG7 3.0 137.18 no UGS 3.0 136.02 no ° UG9 3.0 138.87 no R E t. , ." W2 3.0 140.38 no UG3 3.0 140.94 no 7 UG4 3.0 144.15 no Sgp 2007 PUMP 1.5 144.48 no Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- Standard Custom Fire Protection Page 2 Spec15 Date 081707 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Acb I Rea. The maximum velocity is 18.15 and it occurs in the pipe between nodes B15 and 814 REC,�, .._.. SEP .. 7 2007 Computer Programs by Hydratec Inc. Route 111 wtndham N.H. USA 03087 Final Calculations - Hazen -Willie Custom Fire Protection Page 3 Sped 5 Date 081707 Hyd. Da Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Py """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B16 -274.46 2.703 2T 37.301 33.910 89.107 to 120 0.0 37.301 -1.555 5 -274.46 -0.1647 0.0 71.211 -11.730 Vel = 15.35 5 121.90 2.703 0.0 9.330 75.822 K Factor = 14.00 to 120 0.0 0.0 -0.108 6 -152.56 -0.0555 0.0 9.330 -0.518 Vel = 8.53 6 121.41 2.703 0.0 9.330 75.196 K Factor =14.00 to 120 0.0 0.0 -0.069 7 -31.15 -0.0030 0.0 9.330 -0.028 Vel = 1.74 7 121.32 2.703 0.0 9.330 75.099 K Fador = 14.00 to 120 0.0 0.0 -0.108 8 90.17 0.0209 0.0 9.330 0.195 Vel = 5.04 8 121.39 2.703 2T 37.301 145.910 75.186 K Factor =14.00 to 120 0.0 37.301 1.841 A16 211.56 0.1018 0.0 183.211 18.646 Vel = 11.83 0.0 211.56 95.673 K Fador = 21.63 B15 -277.41 2.703 2T 37.301 33.910 89.718 to 120 0.0 37.301 -1.555 9 -277.41 -0.1680 0.0 71.211 -11.964 Vel = 15.51 9 122.21 2.703 0.0 9.330 76.199 K Factor = 14.00 to 120 0.0 0.0 -0.108 10 -155.2 -0.0574 0.0 9.330 -0.536 Vel = 8.68 10 121.69 2.703 0.0 9.330 75.555 K Factor = 14.00 to 120 0.0 0.0 -0.069 11 -33.51 -0.0034 0.0 9.330 -0.032 Vel = 1.87 11 121.61 2.703 0.0 9.330 75.454 K Fador = 14.00 to 120 0.0 0.0 -0.108 12 88.1 0.0202 0.0 9.330 0.188 Vel = 4.93 12 121.68 2.703 2T 37.301 145.910 75.534 K Factor = 14.00 to 120 0.0 37.301 1.841 A15 209.78 0.1002 0.0 183.211 18.355 Vel = 11.73 0.0 209.78 95.730 K Fador = 21.44 B14 80.68 2.703 4T 74.603 207.930 91.020 to 120 0.0 74.603 0.0 A14 80.68 0.0171 0.0 282.433 4.830 Vel = 4.51 0.0 80.68 95.850 K Factor = 8.24 B13 71.90 2.703 4T 74.603 207.630 92.097 to 120 0.0 74.603 0.0 A13 71.9 0.0138 0.0 282.433 3.903 Vel = 4.02 0.0 71.90 96.000 K Fador = 7.34 812 64.48 2.703 4T 74.603 207.830 92989 to 120 0.0 74.603 0.0 Al2 64.48 0.0113 0.0 282.433 3.191 Vel= 3.61 0.0 RECbv�� SEP 7 20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard - Custom Fire Protection Page 4 Spec15 Date 081707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv """' Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 96.180 K Factor = 6.57 B11 58.41 2.703 4T 74.603 207.830 93.730 to 120 0.0 74.603 0.0 A11 58.41 0.0094 0.0 282.433 2.657 Vel = 3.27 0.0 58.41 96.387 K Fador = 5.95 B10 53.73 2.703 4T 74.603 ' 207.830 94.344 to 120 0.0 74.603 0.0 A10 53.73 0.0081 0.0 282.433 2.277 Vel = 3.00 0.0 53.73 96.621 K Factor = 5.47 B9 50.50 2.703 4T 74.603 207.830 94.852 to 120 0.0 74.603 0.0 A9 50.5 0.0072 0.0 282.433 2.030 Vel = 2.82 0.0 50.50 96.882 K Factor = 5.13 B8 48.72 2.703 4T 74.603 207.830 95.269 to 120 0.0 74.603 0.0 A8 48.72 0.0067 0.0 282.433 1.900 Vel = 2.72 0.0 48.72 97.169 K Factor--' 4.94 B7 48.39 2.703 4T 74.603 207.830 95.605 to 120 0.0 74.603 0.0 A7 48.39 0.0066 0.0 282.433 1.876 Vel = 2.71 0.0 48.39 97.481 K Factor = 4.90 B6 49.43 2.703 4T 74.603 207.830 95.869 to 120 0.0 74.603 0.0 A6 49.43 0.0069 0.0 282.433 1.952 Vel = 2.76 0.0 49.43 97.821 K Fador = 5.00 B5 51.69 2.703 4T 74.603 207.830 96.069 to 120 0.0 74.603 0.0 A5 51.69 0.0075 0.0 282.433 2.120 Vel = 2.89 0.0 51.69 98.189 K Factor = 5.22 84 55.01 2.703 4T 74.603 207.830 96.209 Jo 120 0.0 74.603 0.0 A4 55.01 0.0094 0.0 282.433 2.379 Val = 3.08 0.0 55.01 98.588 K Fador = 5.54 B3 59.19 2.703 4T 74.603 207.830 96.297 to 120 0.0 74.603 0.0 A3 59.19 0.0096 0.0 282.433 2.724 Vel= 3.31 0.0 59.19 99.021 K Fador = 5.95 B2 64.03 2.703 4T 74.603 207.830 96.342 to 120 0.0 74.603 0.0 R E C E I V L. A2 64.03 0.0112 0.0 282.433 3.150 Val = 3.58 SEp .7 07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Standard Custom Fire Protection Page 5 Sped 5 Date 081707 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv """• Notes Point Ot Pf/Ft Eqv. Ln. Total Pf. . Pn 0.0 64.03 99.492 K Factor = 6.42 B17 273.65 4.31 0.0 10.000 88.938 to 120 0.0 0.0 0.0 B16 273.65 0.0169 0.0 10.000 0.169 Vel = 6.02 B16 274.46 4.31 0.0 10.000 89.107 to 120 0.0 0.0 0.0 B15 548.11 0.0611 0.0 10.000 0.611 Vel = 12.05 B15 277.41 4.31 0.0 10.000 89.718 to 120 0.0 0.0 0.0 B14 825.52 0.1302 0.0 10.000 1.302 Vel= 18.15 B14 -80.68 4.31 0.0 10.000 91.020 to 120 0.0 0.0 0.0 B13 744.84 0.1077 0.0 10.000 1.077 Vel = 16.38 B13 -71.90 4.31 0.0 10.000 92.097 to 120 0.0 0.0 0.0 B12 672.94 0.0892 0.0 10.000 0.892 Vel= 14.80 B12 -64.48 4.31 0.0 10.000 92.989 to 120 0.0 0.0 0.0 811 608.46 0.0741 0.0 10.000 0.741 Vel = 13.38 B11 -58.41 4.31 0.0 10.000 93.730 to 120 0.0 0.0 0.0 B10 550.05 0.0614 0.0 10.000 0.614 Vel= 12.10 810 53.73 4.31 0.0 10.000 94.344 to 120 0.0 0.0 0.0 B9 496.32 0.0508 0.0 10.000 0.508 Vel = 10.91 B9 50.50 4.31 0.0 10.000 94.852 to 120 0.0 0.0 0.0 B8 445.82 0.0417 0.0 10.000 0.417 Vel = 9.80 B8 -48.72 4.31 0.0 10.000 95.269 to 120 0.0 0.0 0.0 B7 397.1 0.0336 0.0 10.000 0.336 Vel = 8.73 B7 -48.39 4.31, 0.0 10.000 95.605 to 120 0.0 0.0 0.0 86 348.7.1 0.0264 0.0 10.000 0.264 Vel = 7.67 B6 -49.43 4.31 0.0 10.000 95.869 to 120 0.0 0.0 0.0 B5 299.28 0.0200 0.0 10.000 0.200 Vel = 6.58 B5 51.70 4.31 0.0 10.000 96.069 to 120 0.0 0.0 0.0 B4 247.58 0.0140 0.0 10.000 0.140 Vel = 5.44 B4 -55.01 4.31 0.0 10.000 96.209 to 120 0.0 0.0 0.0 B3 192.57 0.0088 0.0 10.000 0.088 Vel = 4.23 B3 59.19 4.31 0.0 10.000 96.297 to 120 0.0 0.0 0.0 B2 133.38 0.0045 0.0 10.000 0.045 Vel = 2.93 B2 -64.03 4.31 0.0 10.000 96.342 to 120 0.0 0.0 0.0 B1 69.35 0.0013 0.0 10.000 0.013 Vel= 1.53 RECE, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7 ZO &EP _ Final Calculations -Standard Custom Fire Protection Page 6 Spec15 Date 081707 Hyd. Qa Dia. Ref. "C" Point Qt PdFt Fitting Pipe Pt Pt or Ftng's Pe PV """• Notes Eqv. Ln. Total Pf Pn 81 0.0 2.703 4T 74.603 207.830 96.355 to 120 0.0 74.603 0.0 Al 69.35 0.0129 0.0 282.433 3.651 Vel = 3.88 0.0 69.35 100.006 K Fador = 6.93 B17 -273.65 2.703 2T 37.301 33.910 88.938 to 120 0.0 37.301 -1.555 1 -273.65 -0.1638 0.0 71.211 -11.665 Vel = 15.30 1 121.83 2.703 0.0 9.330 75.718 K Factor = 14.00 to 120 0.0 0.0 -0.108 2 -151.82 -0.0551 0.0 9.330 -0.514 Vel = 8.49 2 121.32 2.703 0.0 9.330 75.096 K Factor = 14.00 to 120 0.0 0.0 -0.069 3 -30.5 -0.0029 0.0 9.330 -0.027 Vel = 1.71 3 121.24 2.703 0.0 9.330 75.000 K Fador = 14.00 to 120 0.0 0.0 -0.108 4 90.74 0.0212 0.0 9.330 0.198 Vel = 5.07 4 121.32 2.703 2T 37.301 145.910 75.090 K Factor = 14.00 to 120 0.0 37.301 1.841 A17 212.06 0.1022 0.0 183.211 18.726 Vel = 11.86 A17 0.0 6.357 0.0 10.000 95.657 to 120 0.0 0.0 0.0 A16 212.06 0.0016 0.0 10.000 0.016 Vel = 2.14 A16 211.56 6.357 0.0 10.000 95.673 to 120 0.0 0.0 0.0 A15 423.62 0.0057 0.0 10.000 0.057 Vel = 4.28 A15 209.78 6.357 0.0 10.000 95.730 to 120 0.0 0.0 0.0 A14 633.4 0.0120 0.0 10.000 0.120 Vel = 6.40 A14 80.67 6.357 0.0 10.000 95.850 to 120 0.0 0.0 0.0 A13 714.07 0.0150 0.0 10.000 0.150 Vel= 7.22 A13 71.91 6.357 0.0 10.000 96.000 to 120 0.0 0.0 0.0 Al2 785.98 0.0180 0.0 10.000 0.180 Vel= 7.95 Al2. 64.48 6.357 0.0 10.000 96.180 to 120 0.0 0.0 0.0 All 850.46 0.0207 0.0 10.000 0.207 Vel = 8.60 All 58.40 6.357 0.0 10.000 96.387 to 120 0.0 0.0 0.0 A10 908.86 0.0234 0.0 10.000 0.234 Vel = 9.19 A10 53.74 6.357 0.0 10.000 96.621 to 120 0.0 0.0 0.0 A9 962.6 0.0261 0.0 10.000 0.261 Vel = 9.73 A9 50.49 6.357 0.0 10.000 96.882 to 120 0.0 0.0 0.0 A8 1013.09 0.0287 0.0 10.000 0.287 Vel = 10.24 A8 48.72 6.357 0.0 10.000 97.169 to 120 0.0 0.0 0.0 A7 1061.81 0.0312 0.0 10.000 0.312 Vel = 10.73 RECEIVED Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 xP 7 W Final Calculations - Standard Custom Fire Protection Page 7 Spec15 Date 081707 Hyd. 02 Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftng's Pe Pv """' Notes Point Dt PVFt Eqv. Ln. Total Pf Ion A7 48.40 6.357 0.0 10.000 97.481 to 120 0.0 0.0 0.0 A6 1110.21 0.0340 0.0 10.000 0.340 Vel= 11.22 A6 49.42 6.357 0.0 10.000 97.821 to 120 0.0 0.0 0.0 A5 1159.63 0.0368 0.0 10.000 0.368 Vel = 11.72 A5 51.70 6.357 0.0 10.000 98.189 to 120 0.0 0.0 0.0 A4 1211.33 0.0399 . 0.0 10.000 0.399 Vel = 12.24 A4 55.01 6.357 0.0 10.000 98.588 to 120 0.0 0.0 0.0 A3 1266.34 0.0433 0.0 10.000 0.433 Vel= 12.80 A3 59.19 6.357 0.0 10.000 99.021 to 120 0.0 0.0 0.0 A2 1325.53 0.0471 0.0 10.000 0.471 Vel = 13.40 A2 64.03 6.357 0.0 10.000 99.492 to 120 0.0 0.0 0.0 Al 1389.56 0.0514 0.0 10.000 0.514 Vel = 14.05 Al 69.35 6.357 4E 70.411 132.330 100.006 to 120 0.0 70.411 0.052 TR 1458.91 0.0563 0.0 202.741 11.408. Vel = 14.75 TR 0.0 6.357 1G 3.772 25.540 111.466 to 120 1A 33.948 75.440 11.061 SR 1458.91 0.0563 1T 37.72 100.980 5.682 Vel = 14.75 BR 0.0 6.357 1T 37.72 6.000 128.209 to 120 0.0 37.720 0.866 SP 1458.91 0.0563 0.0 43.720 2.461 Vel = 14.75 SP 0.0 7.98 1E 27.183 137.830 131.536 to 150 1G 6.041 86.077 1.732 UG8 1458.91 0.0123 1T 52.855 223.907 2.755 Vel = 9.36 0.0 1458.91 136.023 K Factor = 125.09 W 1 -242.10 7.98 0.0 1565.830 140.286 to 150 0.0 0.0 0.0 UG1 -242.1 -0.0004 0.0 1565.830 -0.694 Vel = 1.55 UG1 0.0 7.98 1T 52.855 144.000 139.592 to 150 0.0 52.855 0.0 UG2 -242.1 -0.0004 0.0 196.855 -0.088 Vel = 1.55 UG2 -331.67 7.98 1E 27.183 385.000 139.504 to 150 0.0 27.182 0.0 UG5 573.77 -0.0022 0.0 412.182 -0.902 Vel = 3.68 UG5 0.0 7.98 0.0 325.000 138.602 to 150 0.0 0.0 0.0 UG6 -573.77 -0.0022 0.0 325.000 -0.711 Vel = 3.68 UG6 0.0 7.98 0.0 325.000 137.891 to 150 0.0 0.0 0.0 UG7 -573.77 -0.0022 0.0 325.000 -0.712 Vel = 3.68 UG7 0.0 7.98 0.0 528.000 137.179 to 150 0.0 0.0 0.0 UG8 -573.77 -0.0022 0.0 528.000 -1.156 Vel = 3.68 RECEIvs O Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 SEP .7 2M? FMal Uaiculations - standard - Custom Fire Protection Page 8 Spec15 Date 081707 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Fbig's Pe Pv """' Notes ... Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG8 1458.91 7.98 0.0 584.000 136.023 to 150 0.0 0.0 0.0 UG9 885.14 0.0049 0.0 584.000 2.851 Vel = 5.68 UG9 0.0 , 7.98 4F 54.365 967.000 138.874 to 150 1G 6.041 113.260 0.0 UG4 885.14 0.0049 1T 52.855 1080.260 5.274 Vel = 5.68 0.0 885.14 144.148 K Factor = 73.72 W1 242.10 7.98 0.0 200.000 140.286 to '150 0.0 0.0 0.0 W2 242.1 0.0004 0.0 200.000 0.089 Vel = 1.55 W2 0.0 7.98 1G 6.041 1212.500 140.375 to 150 1T 52.855 58.895 0.0 UG3 242.1 0.0004 0.0 1271.395 0.564 Vel = 1.55 0.0 242.10 140.939 K Factor = 20.39 UG2 331.67 7.98 0.0 1806.500 139.504 to 150 0.0 0.0 0.0 UG3 331.67 6.0008 0.0 1806.500 1.435 Vel = 2.13 UG3 242.10 7.98 1G 6.041 1406.840 140.939 to 150 1T 52.855 58.895 0.0 UG4 573.77 0.0022 0.0 1465.735 3.209 Vel = 3.68 UG4 885.14 7.98 3E 81.548 30.000 144.148 to 150 1S 67.957 155.545 4.949 PUMP 1458.91 0.0123 1G 6.041 185.545 2.283 Vel= 9.36 0.0 1458.91 144.482 K Factor = 121.37 RECEWILU SEP _ 7 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Custom Fire Protection Spec15 Page 9 Date 081707 Fitting Legend Abbrev. Name Y: % 1 1% 1% 2 21/ 3 3'% 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0- 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 - 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 .2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 .4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Cf) M - n M d — Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V Water Supply Curve (C) Custom Fire Protection Page 10 Spec15 Date 081707 Pump Data: Demand: P1 - Pump Chum Pressure 159.5 D1 - Elevation 13.495 P2 - Pump Rated Pressure 145 D2 - System Flow 1458.91 P2 - Pump Rated Flow 2000 D2 - System Pressure 144.482 P3 - Pump Pressure.@ Max Flow 9425 Hose ( Adj City ) P3 - Pump Max Flow 3000 Hose ( Demand ) D3 - System Demand : id58?Sf Safety Margin 9.383 180 168 pi 156 P2 p 144 R 132 E 120 S 108 P3 S 96 U84 R 72 60 E 48 36 24 12 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N"1.85) 0 rr1 C Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 of 1 t •;ti Huber, Mark - From: Huber, Mark fry Vy Sent: Wednesday, November 14, 2007 7:43 AM To: 'jbenham'; 'Mark Hayes' Cc: Huber, Mark; Meekins, Clif Subject: RE: permit status for Clay Development project - Spec 15 build out - 10051 Porter Rd. P John and Mark, DD -, it -.61 No need to get another building permit just because you now gave us electrical drawings. You already have a partial build out permit for 10051 Porter Rd. Just have your electrician come in and get his electrical permit for this job. Before he comes in to get his electrical permit, I need for you or Mark to call me today asap to talk about the electrical meter situation. The drawings reflect only one meter. Is that the way you want it?? Or do you plan to have a house meter and separate meters for the tenants??? Call meat 281-628-5994 this morning. I will be out of the office all next week so I want to wrap this up asap. Thanks MH CLIFF, can you come by my office today and look at the one sheet electrical drawing they have submitted on this project and red line it for us , if needed. Thanks. From: jbenham [mailto:jbenham@claydevelopment.com] Sent: Tuesday, November 13, 2007 1:47 PM To: Huber, Mark Cc: 'Mark Hayes' Subject: permit status for Clay Development project - Spec 15 build out - 10051 Porter Rd. Good afternoon Mark, When you have a few minutes, can you update Mark Hayes and me here at Clay on where you guys are with regard to your plan review and building permitting for our Spec 15 build out? Thanks ahead of time for getting back to us as soon as you're able — let me know if you have any outstanding questions on this one, John John Benham, RA, CDT, LEED AP Clay Development and Construction, Inc. 800 Gessner Rd. Ste. 850 Houston, TX 77024 Ph: 713-789-2529 x107 Fax: 713-782-3755 jbenham@cam development. com www.clavdevelopment. com aa- p..ti o. ly, � N a to "614 C9) -76(4v- W AO 4U,1 e� !rn !'� l 1 11/14/2007 /�_�� DEVELOPM ENi & CONS• OCi C. TE TRANSMITTAL LET� TO: City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 X ATTACHED ❑ PRINTS ❑ REPRODUCIBLE ATI7: October 24, 2007 - TTN: MARK HUBER JOB NAME: Spec. #15-10051 Porter Rd. E: ❑ UNDER SEPARATE COVER ❑ SPECIFICATIONS ❑ SHOP DRAWING OCT Z 5 200/ ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ -------------------------- QUANTITY DESCRIPTION J I 2 EA. Permit Drawines with cover letter ITEMS TRANSMITTED AS CHECKED BELOW: SENT VIA: X_ FOR APPROVAL ❑ APPROVED AS SUBMITTED X MESSENGER ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ FEDERAL EXPRESS ❑ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ FAX ❑ AS REQUESTED ❑ MAIL REMARKS: Mark, These drawings have been submitted previously, but this set includes electrical. FROM: Mark Hayes COPY. 800 Gessner, Suite 850 • Houston, Texas 77024 • Tel. 713/789-2529 • Fax 713/782-3755 C1)c i DEVELOPMENT & CONSTRUCTION INC. Mr. Mark Huber La Porte City Hall — Department of Building Planning 504 West Fairmont Parkway La Porte, TX 77571 800 GGSSNLR, SUITr. 850 HOUSTON, TX 77024 713.789.2529 • FAx 713.782.3755 www.claydcvelopment.com Oct. 23, 2007 REGt� , Re: Spec 15 Build Out, 10051 Porter Rd., La Porte, TX 77571 Mr. Huber, OCT %5 ZW We are submitting herewith a full set *of Architectural and Electrical drawings for our Spec 15 shell building build out, dated October 23, 2007, for plan review and permitting. Upon City of La Porte review and approval, the building permit received from these drawings will only be for occupancy and use of a portion of the east half of the Spec 15 shell building — up to 375' from the east exterior wall of the building (up to grid line 26). This allows for a maximum unobstructed path of 500' of travel to the restrooms from anywhere within that space. Thank you for your review and comment on this project, and others we will submit to you at the City of La Porte in the future. Additionally, we here at CDC appreciate your continued direction regarding the drawing submittal process to your City. Sincer nn John Benham Clay Development and Construction, Inc. Registered Architect, State of Texas, #19151 DEVELOPERS/DESIGN-BUILDERS OF INDUSTRIAL BUILD -TO -SUIT FACILITIES WAM� WD C�LOPMENf & CONSTRUCTION INC. Mr. Mark Huber La Porte City Hall — Department of Building Planning 504 West Fairmont Parkway La Porte, TX 77571 800 GESSNER, SurrE 850 HOUSTON, TX 77024 713.789.2529 • FAx 713.782.3755 www.claydevelopment.com Oct. 23. 2007 Re: Spec 15 Build Out, 10051 Porter Rd., La Porte, TX 77571 OCT 2 5 2007 Mr. Huber, We are submitting herewith a full set of Architectural and Electrical drawings for our Spec 15 shell building build out, dated October 23, 2007, for plan review and permitting. Upon City of La Porte review and approval, the building permit received from these drawings will only be for occupancy and use of a portion of the east half of the Spec 15 shell building — up to 375' from the east exterior wall of the building (up to grid line 26). This allows for a maximum unobstructed path of 500' of travel to the restrooms from anywhere within that space. Thank you for your review and comment on this project, and others we will submit to you at the City of La Porte in the future. Additionally, we here at CDC appreciate your continued direction regarding the drawing submittal process to your City. Sin ely, g, John Benham Clay Development and Construction, Inc. Registered Architect, State of Texas, #19151 DEVELOPERS/DESICN-BUILDERS OF INDUSTRIAL BUILD -TO -SUIT FACILITIES LA PQR1U*E FIRE MARSHAL'S L'S OFFICE PLAN REVIEW Clay Development 10051 Porter Road interinr Ruild-nut Date: 09 / 06 / 2007 Reviewed by: Clif Meekins, Fire Marshal — Approved:" . YES - - - The following items are identified. by the Fire Marshal's Office during the plan review: 1) Buildings fire protection system shall be tied into an alarm system, separate plans shall be submitted for alarms. 2) Fire extinguishers shall be placed within every 75' of un-obstructed travel in accordance to NFPA 101. d 120 South 2nd Street, La Porte, TX 77571 Office: 281-8674603 Far: 281-8674629 Page 1 of 1 Huber, Mark ' From: Wise, Sandra Sent: Monday, March 31, 2008 12:51 PM To: Huber, Mark Subject: RE: Spec 15 10051 Porter Rd. Mark, We did a Hydro on 12/13/07 and were not notified that they were ready for a final sprinkler, and we also haven't been notified by them about a fire alarm or final fire alarm. Clif said he hasn't seen Fire Alarm plans on this location, the file only has plan reviews for the above ground and the interior build out. Thanks, Sandi From: Huber, Mark Sent: Monday, March 31, 2008 10:40 AM To: Meekins, Clif Cc: Huber, Mark; Menager, Dwayne; Wise, Sandra; 'Bryan Christ'; 'Mark Hayes' Subject: Spec 15 10051 Porter Rd. CLIFF, Back in September 07, we issued a Fire Sprinkler Permit for this building. According to our file , we have no records of an inspection and approval from the Fire Marshal's office. Please send me an e-mail as to status. Also , your plan review comments mentioned a fire alarm requirement. Our file does not show a fire alarm permit and\or inspection. Our file also shows NO OCCUPANT is utilizing this building yet. Clay Dev. may be waiting until an occupant is ready to occupy before fire alarm installation, but I am only guessing. Is that ok with you?? Bryan Christ, Back in September 07 , we issued a building permit for a " Partial " 500' only interior build out. No plumbing permit has been obtained and no plumbing inspections have been performed according to our job file. Only one electrical inspection has been performed by our department and that was on the outside lights only. Bryan, I would like for you to make sure a plumbing permit is obtained asap. Then I would like for you to contact Dwayne Manager 281-470-5070 , staff inspector, to set up a meeting with him at the jobsite for purposes of inspecting and discussing what needs to be done to close out this job file. Clay Development has applied for another partial build out on the West end of this building. We need to close out this job file BEFORE the West end permit can be issued. Thanks, MH 3/31 /2008 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.