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Home My WebLink About10210 N. P ST CITY JOB_18-0920___________CITY JOB 8-920 _ t 10210 N P STREET l e ` { �R MARSKAL City of La Porte Fire Marshal's O;'ce Eata61is1�*d 1892 Clif M*ekim., Fir* Marshal ®_ _ Date of Inspection: 06/27/2019 Business Information: Business Name: INorthw6st Park Bathroom Remodel Address: 10210 N P St Contact person: IDavid Hefner Phone Number: 281.204.5392 Inspection Information: Inspection Type: lConstruction FMOInspector: IMeekins Inspection Disposition: © Pass ❑ Failed ❑ TCO Notes: PREPARED 6 / 2 5 / 1 9 , 1 2 : 5 1 : 2 9 INSPECTION TICKET PAGE 1 CITY OF LA P 0 R TE INSPECTOR: INSPECTOR DATE 6 / 2 5 / 1 9 ________________________________________________________________________________________________ ADDRESS 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR . PHONE . OWNER CITY OF LA PORTE PHONE . PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ B LFI 02-_6/25/19- IN FINAL, BUILDING TIME: 1 3 : 0 0 T____ FINAL INSPECTION 1y'u I _________(/�/\/.)/ ^ `11- COMMENTS AND NOTES ___________{p�'l�__L __-L-�__��-�e vv `'` City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report Planning and Inspections Fax (281) 470-5005 Public Works Department Fax (281) 470-5129 PINS ID # 1010018 NAME OF PROPERTY: r itook INSTALLATION PROPERTY ADDRESS 1011n Alo a P. S r etA 1 ^LS•11 NEW INSTALLATION ANNUAL RETEST ❑ REPLACEMENT ❑ Please check one MAILING ADDRESS: CONTACT PERSON: PHONE NO.: 1 %3 • u .5Y The baddbw Prevention assembly detalled below has been tested and maintained as required by TCEQ reguladom and is mrtitied to be operating within acceptable parameter. TYPE OF ASSEMBLY REDUCED PRESSURE PRINCIPLE (RP) O REDUCED PRESSURE PRINCIPLE - DETECTOR O DOUBLE CHECK VALVE (DCV) O DOUBLE CHECK- DETECTOR O PRESSURE VACUUM BREAKER (PVB) SPILL-RESISTANTPRESSUR^E VACUUM BREAKER (SVB) MANUFACTURER a� Mg ODEL# , SERIAL NO. 1661 A,D SIZE 1 1/4 LOCATEDAT: ddl rtttrhee.r�l RoOrv. DATEINSTALLED _ •10.14 INITIAL TEST REPAIRS AND MATERIALS USED FINAL TEST REDUCED PRESSURE PRINCIPLE ASSEMBLY RELIEF VALVE OPENED AT 3.o PSID DID NOT OPEN ❑ PRESSURE VACUUM BREAKER AND SVB DOUBLE CHECK VALVE ASSEMBLY AIRINLET OPENED AT PSID DID NOT OPEN ❑ CHECK VALVE HELD AT PSID LEAKED ❑ CHECK01 HELD AT %. Z PSID CLOSED TIGHT ❑ LEAKED ❑ CHECK 02 HELD AT_ PS19 CLOSEDTIGHT fie LEAKED ❑ HELD AT PSID HELD AT PSID OPENED hT PSID OPENED AT PSID HELD AT PSID CLOSED TIGHT CLOSED TIGHT ❑� TEST GAUGE USED:UUI LL _ MAKE / MODEL t 11�t ni TG . rJ SERIAL NO. O l 1 O 111 CALIBRATION DATE Is the assembly installed in accordance With the manuacturet's recommendations and lot local codes? REMARKS THE ABOVE IS CERTIFIED TO BE TRUE, (The test rasulisnalled the soundfum o/ the assembly st testing time only) 3 •Li - Yes CERTIFIED TESTER'S FIRM NAME ` CERTIFIED TESTER (please print) TESTING FIRM'S ADDRESS jsd- R. taA C.D- CERTIFIED TESTER � 1 41_ R. 71c®Irillll p - (sJpneturo) •{ yeuSibn T)( 1'1w D CERTIFIED TESTER NO. 1) PHONE NUMBER 1S) 6 1 • S3 OO WOC - ENGINEER "ybase NI out lam comptataly TEST DATE S- 1-1 • 1 C)l ^Pest rPons moat be retained lw of best three years "'rsfl g Is required upon Instalation,rapeir, arobcation 'TESTING IS REQUIRED ANNUALLY FOR HIGH HEALTH HAZARD LOCATIONS Rev. July 2018 City of La Porte OF o 0. ` DATE: THIS JOB HAS NOT BEEN EeptedF T e The following additions or correctibe made before the io►lwill be a r M 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 k:.s�...Ji•"..r..r lr+a: �`+'x:- �' .vt��tl.E:.YrLin.i'N" �,3`.L�-: G...__..� .�..�`....'c�ui?:L PREPARED 5/16/19, 7:14:91 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/16/19 ________________________________________________________________________________________________ ADDRESS : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE . OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC _________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B LFI 01--5/1�/�' -IN FINAL, BUILDING TIME: 0 . CALLED IN 5/15/19 @ 3 : 3 2 EDWIN 832-518-2486 BUILDING FINAL ___________________________________________________________ ___________________ ________________ PERMIT: PL 00 BUILDING PERMIT PLUMBING SUB: MESA ME ANICAL, INC. (713)681-5300 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PLFI 02 - 5116/1 IN FINAL, PLUMBING TIME: 08:00 ---+"""_��.../y CALLED IN 5/15/19 @ 3:18 EDWIN 832-618-2486 ELEC FINAL ^n�� VIb� c 'Jd V' ------------------------ - - - - -- - - COMMENTS AND NOTE __________�_ _________________________ 2 F) ( Q U"Q. ( it e 1 V-lcqt ivcd PREPARED 5/15/19, 12:02:53 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/15/19 ADDRESS : 10210 N P ST CONTRACTOR : OWNER CITY OF LA PORTE PARCEL 023-140-000-0404 --------------------------------------------------------- SUBDIV: LA PORTE OUTLOTS PHONE PHONE APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ____________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SLAB O1 1/24/19 MR BLDG, SLAB/FOUND'ATION/PIERS TIME: 13:00 1/25/19 AP PIER FOUNDATION 832-335-9671 PM INSPECTION 22 PIERS APPROVED PER MARIO RAMOS SLAB 02 3/04/19 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 3/04/19 AP 03/04/19 0 11;59am 832-335-9671 Foundation insp APPROVED PER DENNIS FITCH SDWK O1 4/11/19 MR SIDE WALK TIME: 13:00 4/11/19 AP CALLED IN 4/11/19 0 9:45 EDWIN 832-618-2486 SIDEWALK PRE POUR sidewalk insp passed per mr ________________________________________________________________________________________________ PERMIT: RL 00 BUILDING PERMIT ELECTRICAL SUB: BRITAIN ELECTRIC COMPANY (713)228-6635 REQUESTED INSP DESCRIPTION TYP/SQ^ COMPLETED RESULT RESULTS/COMMENTS -------------------------- ELFI O1 /19 --------------------------------------------------------------------- IN FINAL, ELECTRICAL TIME:. 13:00 05/15/19 O 9;03AM EDWIN 832-618-2046 ELEC FINAL _______________ PERMIT: ___________________--------__---____---_--___________--_----_-______---- PL 00 BUILDING PERMIT PLUMBING SUB: MESA MECHANICAL, INC. (713)681-5300 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ GRPL O1 1/31/19 MR PLBG, PLUMBING, GROUND TIME: 08:00 1/31/19 AP CONTACT ON SITE WILL BE ARMANDO P. 832-470-2600 GROUND PLUMBING PASSED PER MARIO RAMOS / CURTIS TARVER GRPL 02 2/06/19 CT PLBG, PLUMBING, GROUND TIME: 13:00 2/06/19 CA 02/06/19 O 11:21AM 832-618-2486 UNDERGROUND WATER INSP ground plbg insp was cancelled per CT. GRPL 03 2/07/19 MR PLBG, PLUMBING, GROUND TIME: 13:00 2/07/19 AP CALLED IN 2/7/19 0 8:25 ' EDWIN 832-618-2486 UNDERGROUND PLUMBING ' PLUMBING GROUND PASSED PER MARIO RAMOS. GRPL 04 3/29/19 MR PLBG, PLUMBING, GROUND TIME: 13:00 3/29/19 AP 03/29/19 0 7:22AM ___________________________________ CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 5/15/19, 12:02:53 INSPECTION TICKET PAGE 5 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/15/19 ________________________________________________________________________________________________ ADDRESS : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ________________________________________________________________________________________________ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ SERGIO 713-373-9375 UNDERGROUND elec underground passed per MR. PLFI 01 5/15/19 IN FINAL, PLUMBING TIME: 08:00 _ Please contact Kurt before arrival (713)208-4855 _ ` _______________ -------------------------------------- COMMENTS AND NOTES _______________________ PREPARED 5/15/19, 7:13:17 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/15/19 _________________________________________________________________________ ADDRESS . . 10210 N P ST --- _____________________ SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE . OWNER CITY OF LA PORTE PHONE . PARCEL 023-140-000-0404 APPO NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ____---__ PERMIT: PL ________________________________________________________________________________ 00 BUILDING PERMIT PLUMBING SUB: MESA MECHANICAL, INC. (713)681-5300 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESUALT RESULTS/COMMENTS _______________________ PLFI 01 _ 5/15/19 I __________________________________---------_-----------____-__---_ FINAL, PLUMBING TIME: 08:00 __________ __ _ _ _ Please Contact Kurt before arrival (713)208-4855 -------------------------------------- COMMENTS AND NOTES C r PREPARED 4/11/19, 10:05:29 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 4/11/19 ------------------------------------------------------------------------------------------------ ADDRESS : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ------------------------------------------------------------------------___ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SDWK 01--4111/19- _I W%,d SIDE WALK TIME: 13:00 -�[CALLED IN 4/11/19 0 9:45 EDWIN 832-618-2486 SIDEWALK PRE POUR -------------------------------------- COMMENTS AND NOTES r: "c� e PREPARED 3/29/19. 10:20:30 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/29/19 ________________________________________________________________________________________________ ADDRESS : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC _________________________________________________________________________________________ PERMIT: PL 00 BUILDING PERMIT PLUMBING SUB: MESA MECHANICAL, INC. (713)681-5300 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS OMMEN S �Er_fW` __________ __________N; ___F __________ _____________________________________ GRPL 04 3/29/19 IN ^ � PL96� "'- "^, GROUND TIME: 13:00 �� _ �` 03/29/19 ® K�'C J'/6r Gam^ C -.373-9375 373-93 a Y� UNDERGROUND UNDERGSERGIOROUND OUN ______________________________________ COMMENTS AND NOTES ______________________________________ .• 41 PREPARED 3/04/19, 12:16:30 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/04/19 ________________________________________________________________________________________________ ADDRESS . 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR . PHONE . OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC _________ PERMIT: CR 00 BLDG ______________________________________ PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ SLAB O1 1/24/19 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 1/25/19 AP PIER FOUNDATION 832-335-9671 PM INSPECTION 22 PIERS APPROVED PER MARIO RAMOS SLAB 02 3 04/19 IN BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 30 11:59am 8 32-335-9671 �v� UUU Foundation insp _ _________ PERMIT: _______________________________ PL 00 BUILDING PERMIT __________________ PLUMBING SUB: MESA MECHANICAL, INC. (713)681-530C REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ GRPL O1 1/31/19 MR PLBG, PLUMBING, GROUND TIME: 08:00 1/31/19 AP CONTACT ON SITE WILL BE ARMANDO P. 832-470-2600 GROUND PLUMBING PASSED PER MARIO RAMOS / CURTIS TARVER GRPL 02 2/06/19 CT PLBG, PLUMBING, GROUND TIME: 13:00 2/06/19 CA 02/06/19 0 11:21AM 832-618-2486 ` UNDERGROUND WATER INSP ground plbg insp was cancelled per CT. GRPL 03 2/07/19 MR PLBG, PLUMBING, GROUND TIME: 13:00 2/07/19 AP CALLED IN 2/7/19 ® 8:25 EDWIN 832-618-2486 UNDERGROUND PLUMBING PLUMBING GROUND PASSED PER MARIO RAMOS. ______________________________________ COMMENTS AND NOTES ________________ PREPARED 2/07/19, 8:56:55 INSPECTION TICKET PAGE 5 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 2/07/19 ----'--.---------.--------------------------------------------------------------------------------- ADDRESS 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404. APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ----------------------------------- PERMIT: CR 00 BLDG PERMIT -COMMERCIAL ------------------------------------------------------------ REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ' ------------------------------------------------------------------------------------------------ SLAB 01 1/24/19 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 1/25/19 AP PIER FOUNDATION n 832-335-9671 PM INSPECTION 22 PIERS APPROVED PER MARIO RAMOS ------------------------------------------------------------------------------------------------ PERMIT: PL 00 BUILDING PERMIT PLUMBING SUB: MESA MECHANICAL, INC. (713)681-5300 - REQUESTED INSP DESCRIPTION ' TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ GRPL,01 1/31/19 MR PLBG, PLUMBING, GROUND TIME: 08:00 - 1/31/19 AP CONTACT ON SITE WILL BE ARMANDO P. 832-470-2600 GROUND PLUMBING PASSED PER MARIO RAMOS / CURTIS TARVER GRPL 02 2/06/19 CT PLBG, PLUMBING, GROUND TIME: 13:00 2/06/19 CA 02/06/19 ® 11:21AM , 832-618-2486 - UNDERGROUND WATER INSP , ground plbg insp was cancelled per CT. ` GRPL 03 /JQ PLBG, PLUMBING, GROUND TIME: 13:00 CALLED IN 2/7/19 ® 8:25 ' --2/07/19— —IN— EDWIN 832-618-2486 - UNDERGROUND PLUMBING --------------- - ---------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 2/06/19, 11:54:26 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 2/06/19 ------------------------------------------------------------------------------------------------ ADDRESS : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ------------------------------------------------------------------------------------------------ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SLAB 01 1/24/19 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 1/25/19 AP PIER FOUNDATION 832-335-9671 PM INSPECTION 22 PIERS APPROVED PER MARIO_RAMOS ---------------------------------------------------------------------------- PERMIT: PL 00 BUILDING PERMIT PLUMBING SUB: MESA MECHANICAL, INC. ______---- (713)681-5300 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------- .GRPL O1 1/31/19 MR ----------------------------------------------------------------- PLBG, PLUMBING, GROUND TIME: 08:00 • 1/31/19 AP CONTACT ON.SITE WILL BE ARMANDO P. 832-470-2600 GROUND PLUMBING PASSED PER MARIO RAMOS / CURTIS TARVER GRPL 02 2/06/19 Ip}.L ,I PLBG, PLUMBING, GROUND TIME: 13:00 0 2/ 0 6/ 1 9 0 1 1: 2 1 A M 832-618-2486 UNDERGROUND WATER INSP - ------------------------------------- COMMENTS AND NOTES------------------_------------------- cl qr PREPARED 1/31/19, 7:13.20 .INSPECTION TICKET PAGE 3 CITY OF LA PORTE _ INSPECTOR: INSPECTOR DATE, 1/31/19 ________________________________________________________________________________________________ ADDRESS . : 10210 N P ST SUBDIV: LA PORTE OUTLOTS CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ SLAB 01 1/24/19 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 1/25/19 AP PIER FOUNDATION 832-335-9671 PM INSPECTION 22 PIERS APPROVED PER MARIO RAMOS ______________________________________ PERMIT: PL 00 BUILDING PERMIT ________-____________________________ PLUMBING SUB: MESA MECHANICAL, INC. __ (713)681-5300 REQUESTED INSP DESCRIPTION , TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _________________________ GRPL O1 1/31/19 I PLBG, PLUMBING, GROUND TIME: 08:00. CONTACT ON SITE WILL BE ARMANDO P. 832-470-2600 ___________________ COMMENTS AND NOTES ______________________________-_______ 3 ��y 0 'lc l PREPARED 1/23/19, 16:21:54 .']SPECTION TICKET PAGE " CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 1/24/19 ---------------------------------------- ADDRESS : 10210 N P ST ------------------------------------------- SUBDIV: LA PORTE OUTLOTS __________ CONTRACTOR : PHONE OWNER CITY OF LA PORTE PHONE PARCEL 023-140-000-0404 APPL NUMBER: 18-00000920 REMODEL, AMUSEMENT, SOCIAL, AND REC ____________________________________________________________________________________________-__- PERMIT: OR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _____ _ ___---� _______________-________________________________________________ SLAB_ O1 BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 PIER FOUNDATION 2- Z 7JE2 $ --1/24/19 _IN___ 832-335-9671 INSPECTION ------------------------- -- COMMENTS AND NOTES-------------------------------------- 44 CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date ......................... 6/25/2018 Parcel Number .................. 023-140-000-0404 Property Address ............... 10210 N P ST Subdivision Name ............. LA PORTE OUTLOTS Legal Description .............. Property Zoning ................ RES- LOW DENSITY Owner ............................. CITY OF LA PORTE Contractor ....................... CITY OF LA PORTE Application Number......... 18-0920 Description of Work ........ RESTROOM REMODEL (POOL AREA) Construction Type .......... IIB Occupancy Type .............. A-4 Flood Zone ...................... X Approved ........................ A� A(�A--- IisA4(A Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL INSPECTIONiRESULT INBPECTORt : REMARKS EMAILED:^_- T POLE TCI CONST ELEV CERT received (if in AENE zone) 2. 2. 1. Construction Drawings 2. 2 3. 3. 2. Building Under Const. 3., 3. 3. Finished Construction FORM SURVEY GROUND PLUMBING /y//9 4A4> PIERS SLAB/FOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) COVER-UP LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS 111 Tar- yes ryVZ 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 BFE: (YES) OR (NO) GAS FINAL EMAILED: ELECTRIC FINAL S I S l Y �/L EMAILED: 5 19 k ID OTHER (patio, lawn ,sprinklers, etc.) l4 OF u� FINAL (,-25 14 A� 0� ok 1� c)-m^-`— {-( w,1 5-15- 11 ftT e COMMERCIAL W & S WORK ORDER9 DATE I L 'dd NEW JO ADDITION ADDRESS 10 2 1 0 j f P S LEGAL DESCRIPTION OWNER C; 6 = o-(� La- Pb-rye- PH# 2:6 1 .- +--? 0 CONTRACTOR G PH# DATE ADDRESS REQUEST (COPY REC/D FROM ENGR.) L�V D ZONING CLASSIFICATION i w WATER FRONT FT. FEES SEWER FRONT FT FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT S:\CPShare\lnspafions\COMNERCIN.INSP Siff r.doe FLOOD ZONE (PER ENGINEERIl G) BLDG. PLANS SUBMITTEDp��rrkk..(� �m UTILITYM. AGRMT"RE FD YORN BLDG PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT # FEES PAID r" City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number . . . . . 18-00000920 Date 6/25/19 Property Address . . . . . . 10210 N P ST HCAD Number: 023-140-000-0404 Alternate Search Method: Application type description REMODEL, AMUSEMENT, SOCIAL, AND REC Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . RES - LOW DENSITY Application valuation . . . . 250000 ---------------------------------------------------------------------------- Type of Work RESTROOM REMODEL (POOL AREA) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE OWNER 604 W FAIRMONT PKWY LA PORTE TX 77571621E Structure Information 000 000 Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X --------------------------------------------------------------------------- Permit . . . BUILDING PERMIT MECHANICAL Additional desc . . INSTALL MINI SPLIT Permit pin number 599977 Sub Contractor MAGNUM AIR, INC. Permit Fee . . . . 48.00 Plan Check Fee .00 Issue Date . . . . 6/25/19 Valuation . . . . 6460 Expiration Date . . 12/22/19 Qty Unit Charge Per' Extension BASE FEE 30.00 6.00 3.0000 THOU MECH - $1001 & UP 18.00 --------------------------------------------------------------------------- Special Notes and Comments November 28, 2018 10:10:05 AM LAPOILW. COMMERCIAL PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department @ 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 18-00000920 ------------------------------- Date 6/25/19 --------------------------------------------- Special Notes and Comments 4. OWNER / CONTRACTOR RESPONSIBLE TO , COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED. 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. GFCI REQUIRED TO COMPLY _RECEPTACLES WITH 2O11-NEC FOR THE KITCHEN COUNTER TOPS AND' :BATHROOMS -WHERE REQUIRED. 22. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 13. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTION DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 14. FINAL ENERGY CODE CERTIFICATE OF , COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUIDLDING FINAL INSPECTION IF APPLICABLE. ---------------------------------------------------------------------------- Fee summary Charged Paid ----------------- Credited Due ---------- ---------- Permit Fee Total 48.00 48.00 --- - ------ ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 48.00 48.00 .00 .00 (SIGNATURE ---OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE City of la Porte 604 W. Fairmont Pkwy. La Porte, TX 77571 Planning & Development Department BUILDING PERMIT APPLICATION MECHANICAL Phone: 281.470.5073' Fax: 281.470.5005' permits@laportetx.gov 1. PROJECT INFORMATION: yy� 11 � !DATE OFSUBMITTAL-Io -- I (_- 10-1 `l. - - PROJECT ADDRESS (If existing): -to 7-t i� FVd r T-k _� �'�recr _. /./¢ Y�r �'"'' �CCo0.5 DESCRIBE WORK: .1nC t--I.I (w- I)1 in. Sp 11CT BO'U g%•s6 - _ - MECHANICAL VENT HOOD WORK REQUIRES PUN RENEW PROCESS. PROVIDE TWO COPIES OF VENT HOOD DRAWINGS FOR REVIEW. I PROJECT VALUATION:$ �o �I 6O.I OU STAND ALONE PERMIT? [, YES Q' No (PROVIDE BUILDING PERMIT NUMBER) IE-00000 GJ-O 2. PROPERTY OWNER CONTACT INFORMATION: r OWNER'SNAME:-C;kt.- G-i -.J-C � .I or 1 TL PHONE: q-70 -5-0-73 MAILING ADDRESS: .LaOLi (.A.)- -i µle rnon ?- - Pu. kwu„1. Tn•. E-MAIL - -. _ .... - .. ._ -• -. �3. WiCHANICALCONTRACTOR: CONTRACTOR COMPANY: I E t µ M n k Y� P i/ L4' C- - - PHONE I: 9 3 G - Q% ^ 445 f U PHONE 2: r1 E•LMIL• f K•nCG(G��, r��./hPclnKm.��.-I'Ar(.. y&O1n FAX O: C13(,-^ 5C,1%-�'I -I I/ - MAILING ADDRESS: I ,V, lJ A1'L �J, .(5 010^-LG46m [✓4 I %i35(C CONTACT PERSON'S NAME:- 2obL,�-... I�InLlwl r� .PHONE: -7)3-RUI.��I k� 4. APPLICATION CHECKLIST & SUPPORTING -DOCUMENTATION (Check applicable boxes): [3 COMPLETE ITEMS 1 THRU 4 OF PERMIT APPUCATION NOTES TO APPUCANT: • NOTA VAUD PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE .REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS & CITY OF LA PORTE • TO REGISTER WITH THE CITY, PROVIDE. COPY OF CURRENT STATE HVAC LICENSE & INSURANCE (LISTING CITYS ADDRESS AS CERTIFICATE HOLDER). NO FEE REQUIRED TO REGISTER ._ HOMEOWNER MAY NOT OBTAIN A HOMEOWNER'S PERMIT FOR ANY MECHANICAL WORK MUST BE A UCENSED HVAC CONTRACTOR • REINSPECTION FEE-$355...000 I 'APPLICANT PRINTED NAME:yy' 117�rtC T/ACn(X- APPLICANT SIGNATURE: i 'LFOR STAFF USE ONLY): Approvedfor Issuance. BY: - - - Date: -- PERMITNO.: - Total Permit Fee.'S _ .. _ ._ ___.� NYYI4AI IKIGtlrIET 6Flei •••. i. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number . . . . . 18-00000920 Date 3/07/19 Property Address . . . . . . 10210 N P ST HCAD Number: 023-140-000-0404 Alternate Search Method: Application type description REMODEL, AMUSEMENT, SOCIAL, AND REC Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . . 250000 ---------------------------------------------------------------------------- Type of Work RESTROOM REMODEL (POOL AREA) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE OWNER 604 W FAIRMONT PKWY LA PORTE TX 775716215 Structure Information 000 000 Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT ELECTRICAL Additional desc . . ELEC FOR REMODEL Permit pin number 589721 Sub Contractor BRITAIN ELECTRIC COMPANY Permit Fee 49.10 Plan Check Fee .00 Issue Date 3/07/19 Valuation . . . . 0 Expiration Date . 9/03/19 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 56.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 33.60 2.00 2.5000 EA EL - 1/2 HP AND UP TO 10 HP 5.00 7 ------------------------------------------------------------------- Special Notes and Comments November 28, 2018 10:10:05 AM LAPOJLW. COMMERCIAL PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department ® 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 18-00000920 Date 3/07/19 - -------------------------------------------------------------------------- Special Notes and Comments FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS -WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED. 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. GFCI RECEPTACLES REQUIRED TO COMPLY WITH 2O11 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 13. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTION DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 14. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUIDLDING FINAL INSPECTION IF APPLICABLE. ---------------------------------------------------------------------------- Fee summary Charged Paid -------------------- Credited Due -------------------- ----------------- Permit-Fee Total 49.10 49.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 49.10 49.10 .00• .00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 18-00000920 Date 3/07/19 10 ------- k - ------------------------- - - - - -- �-/-zI 15------ ( 4E OF CONTaR OR AUTHORIZED,AGENT)• DATE (APPROVED BY BUILDING OFFICIAL OR AUT IZED AGENT) DATE City of La Porte planning&Development Department Phone: 281.470.5073 604 W. Fairmont Pkwy. Fax: 281.470.5005 La Porte, TX 77571 ELECTRICAL PERMIT APPLICATION www.laportetx,gov 1. PROJECT INFORMATION: DATE OF SUBMITTAL: 3 7777 PROJECT ADDRESS (if existing): tVZlO N P 5T L0_e6rfc ix �� DESCRIBEWORK: V_61* (ZctAar el— Rowr Roo.h STANDALONE PERMIT?: ® YES �JO (PROVIDE BUILDING PERMIT NUMBER): I !i- [.7Ve D C 1 51 to 0 QUANTITYITEM FEE PERMIT ISSUE FEE $7.50 1 S7,50 Outlets, Fixtures, Lights & Switches First Five = Flat Fee $3.00 1 3. 00 Outlets, Fixtures, Lights & Switches (Additional over First Five) $0.60/Ea. 3 Washing Machine/ Dryer $2.00/Ea. Range Receptacle $3.00/Ea. Cook Top / Oven $1.50/Ea. A/C, Window Unit Receptacle $3.00/Ea. Water Heater $3.75/Ea. Dishwasher/Garbage Disposal $1.50/Ea. New Meter Loop & Service (includes temp. cut -in) $15.00/Ea. **TemporarySaw Pole (T-Pole) $15.00/Ea. Repair / Replace / Reconnect existing ML&S $15.00/Ea. Electric Welder $2.00/Ea. Motor (less than 1/2 hp) $1.50/Ea. Motor (1/2 hp to less than 10 hp) $2.50/Ea. ,gyp Motor (10 hp to less than 50 hp) $3.50/Ea. Motor (50 hp and above) $4.50/Ea. 2. PROPERTY OWNER CONTACT INFORMATION: Cj�, OWNER'S NAME: PHONE: MAILING ADDRESS: W �Y'WIOL.Q P({LA.$i..� L' ?zA,*•�-' e, 1 x -7% 57 l(e Z,IS E-MAIL: 3. CONTRACTOR/AGENT: ®'HOMEOWNER IS CONTRACTOR (2� L r c- �!!!!W4 AGENT/CONTRACTORCOMPANY: \fin -[kiu, rICz� PHONE I:r I IoL3 PHONE 2: / -1t 3- 3to-A&114 �)--T- E-MAIL: b P� F Lt191'�C (1i C- ,/,C.JW(\ p FAX R: % 1 3 - .Z 7-fr� CI s7 CS r '`L /�M MAIUNGADDRESS: 1w4c) �BflATP-taoY[-12oe"k PZ 77043 CONTACT PERSON'S NAME: G- A4 L SaccO _,Tx PHONE: ? t 3 - 'Z2• _"3 5 4. APPLICATION CHECKLIST& SUPPORTING DOCUMENTATION(Check applicable boxes): 'If Homeowner is Contractor, 13COMPLETE ITEMS 1 THRU 4 OF PERMIT APPLICATION must furnish notarized NOTES TO APPLICANT: Homestead Affidavit • NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS &CRY OF IA PORTE • TO REGISTER. SUBMIT CU RRENT MASTER LICENSE &INSURANCE(WITN CITY NAME& ADDRESS AS CERTI FICATE HOLDE R). NO FE E REQUIRED. • REINSPECTION FEE • $35.00 • ••T-POLES MUST BE P ERMITTED UNDER S EPARATE APPLICATION UNLESS SAME E LECTRICAL CONTRACTOR IS PERM ITTING BOTH T-POLE& REMAINING ELECTRICAL WORK APPLICANT PRINTED NAME: Britain Electric Co. yy� APPLICANT SIGNATURE: / rr CJ IV (FOR STAFF USE ONLY): Approved for Issuance By: Date: �1'l A, FA PERMIT NO.: `� Total Permit Fee:$ Y City of La Porte 604 W Fairmont..Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number . . . . . 18-00000920 Date 1/16/19 Property Address . . . . . 10210 N'P ST HCAD Number: 023-140-000-0404 Alternate Search Method: Application type description REMODEL, AMUSEMENT, SOCIAL, AND REC Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property -Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 250000 ---------------------------------------------------------------------------- Type of work ' RESTROOM REMODEL -(POOL AREA) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE OWNER 604 W FAIRMONT PKWY LA PORTE TX 775716215. Structure Information 000 000 Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMITPLUMBING Additional desc . . INSTALL NEW PLBG.& FIXTURES Permit pin number 585422 Sub Contractor MESA MECHANICAL, INC. Permit Fee . •. . . 138.75 Plan Check Fee .00 Issue Date . . . . 1/16/19 Valuation . . . . 0 Expiration Date 7/15/19 Qty Unit Charge• Per Extension BASE FEE 15.00 13.00 3.7500 EA PL -, FIXTURES/DRAINS/TRAPS 48.75 1.00 3:7500 EA PL - WATER HEATER 3.75 9.00 7.5000 EA PL -,WATER PIPE/TREATING EQUIP 67.50 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 3.75 ----------------------------------------------------------------------------- Special Notes and Comments November 28, 2018 10:10:05 AM LAPOJLW. COMMERCIAL PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department @ 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number 18-00000920 Special Notes and Comments 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED. 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE -REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. GFCI RECEPTACLES REQUIRED TO COMPLY WITH 2O11 NEC FOR THE KITCHEN COUNTER TOPS'AND BATHROOMS WHERE REQUIRED. 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS'PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 13. ANY.CHANGES TO THE APPROVED SET OF PLANS OR APPROVED'SCOPE OF WORK MUST BE APPROVED BY THE INSPECTION DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 14. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUIDLDING FINAL INSPECTION IF APPLICABLE. Fee summary ----------------- Permit Fee Total Plan Check Total Charged 138.75 .00 Paid 138.75 .00 Credited .00 .00 Page 2 Date 1/16/19 Due .00 .00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 18-00000920 Date 1/16/19 Grand Total 138.75 138.75 .00 .00 g a (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BU LDI FF CIAL OR RIZED AGENT) DATE City of La Porte Planning&Development Department Phone:291.470.5073 604 W. Fairmont Pkwy: Fax: 281.470.5005 La Porte, TX 77571 BUILDING PERMIT APPLICATION PLUMBING www.laportetx.gov 1. PROJECT INFORMATION: DATE OF SUBMITTAL: January 15, 2019 PROJECT ADDRESS (ir existing): 10210 North P Street LAPorte, TX 77571 DESCRIBE WORK, Installing new plumbing & fixtures Pool house restrrooms r� STANDALONE PERMIT?: ® YES � NO (PROVIDE BUILDING PERMIT NUMBER); 1 8-00000920 NOTE: STORM SEWER REQUIRES A CITY CERTIFIED SITE PLAN, CONSTRUCTION DRAWINGS AND A COMPLETE PLUMBING PERMIT APPLICATION FEE QUANTITY TOTAL ITEM PERMIT ISSUE FEE (MINIMUM PERMIT FEE $20.00) $15.00 1 $15.00 Fixtures, Drains & Traps $3.75/Ea. t3 48.75 Sewer (New, Repair, or Replacement) $7.50/Ea. Septic Tank, Seepage Pit, Drain Field $15.00/Ea. Water Heater $3.75/Ea. 1 3.75 Gas Piping System (1 to 4 Outlets = Flat Fee) $7.50 Gas Piping System (Over 4 Outlets) $1.50/Ea. Water Piping and/or Water Treating Equipment (Installation, Alteration, or Repair) $7.50/Ea. 9 67.50 Drain or Vent Repair/Alteration ' ' $7.50/Ea. Vacuum Breaker/Backflow Protection (1-5) $3.75/Ea. 1 3.75 Vacuum Breaker/Backflow Protection (over 5). $2.25/Ea. 2. PROPERTY OWNER'CONTACT INFORMATION: OWNER'S NAME:CIty of LaPorte ' PHONE: MAILING ADDRESS: 604 W Fairmont Parkway E-MAIL: 3. PLUMBING CONTRACTOR: Q-HOMEOWNER. IS CONTRACTOR AGENT/ CONTRACTOR CoMPANY:Zachary Lee / Mesa Mechanical, Inc PHONE t: (713)681-5300 PHONE:: (832)776-3831 E-MAIL: kimberly@mesamechanical.com FAX„, MAILING ADDRESS: 35141`Pinemont Houston, Texas 77018 - CONTACT PERSON'S NAME: Kimberly Mavis 'PHONE`. (713)681-5300 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): Nf Homeowner is Contractor, , W COMPLETE ITEMS 1 THRU 4.OF PERMIT APPLICATION must furnish notarized NOTES TO APPLICANT: Homestead Affidavit NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR ISNOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS & CITY OF LA PORTE _ • TO REGISTER, SUBMIT CURRENT MASTER LICENSE & INSURANCE (WITH CITY NAME& ADDRESS AS CERTIFICATE HOLDER). NO FEE IgqRq��ppp��''--////�� • HEINSPECIION FEE=535.00 APPLICANT PRINTED NAME: Zachary Lee APPLICANT SIGN T' �. i C� - IFOR STAFF USE ONLY): / Approved for Issuance By: Date: PERMIT NO.: Total Permit Fee:$ PREPARED 1/16/19, 9:16:17 PAYMENT DUE CITY OF LA PORTE PROGRAM SP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 18-00000920 10210 N P ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- BUILDING PERMIT PLUMBING 138.75 TOTAL DUE 138.75 Please present this receipt to the cashier with full payment. - • City of La Porte �.)o \,> 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** --------------------------------------------- Application Number . . 7------------------------------ . . 18-00000920 Date 11/30/18 Property Address . . . . . . 10210 N P ST HCAD Number: 023-140-000-0404 Alternate Search Method: Application type description REMODEL, AMUSEMENT, SOCIAL, AND REC Subdivision Name . . . . . . LA PORTE,OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 250000 ---------------------------------------------------------------------------- Type of Work RESTROOM REMODEL (POOL ---------------------------------------------------------------------------- AREA) Owner Contractor ------------------------ --------------------- CITY OF LA PORTE OWNER" '604 W FAIRMONT PKWY LA PORTE TX 775716215 Structure Information 000-000 Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc NEW RESTROOM Permit pin number 581090 Permit Fee . . . . .00 P1an,Check Fee .00 -Issue Date . . . . 11/30/18 Valuation . . . . 250000 Expiration Date . . 5/29/19 c, ---------------------------------------------------------------------------- Special Notes and Comments November 28, 2018 10:10:05 AM LAPOJLW. COMMERCIAL PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department @ 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY•WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS City of La Porte 1 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 18-00000920 Date 11/30/18 ---------------------------------------------------------------------------- Special Notes and Comments WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED. 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. GFCI RECEPTACLES REQUIRED TO COMPLY WITH 2O11 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 12. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 13. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTION DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 14. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUIDLDING FINAL INSPECTION IF APPLICABLE. ---------------------------------------------------------------------------- Fee summary Charged Paid ------------------------------ Credited Due ---------- ----------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 (APPROVED BYAUILDING OFFICIAL OR AUTHORIZED AGENT) DATE 0 K MAY 20018 City of La Porte Planning& Development Depel C�iert —� Mnone:281.470.5073 6D4 W. Falrmont Pkwy. Fax: 281.470.5005 La Porte, TX 77571 BUILDING PERMIT APPLICATION w Aaportetx.gov 1. PROJECT INFORMATION:DATE OF SUBMITTAL: PROJECT ADDRESS (If witting): 1Oa. IO �vPj1S{-rrr+l et POf6, 'rx —7 HCAD PARCEL NO(s) 13dlglt Tax ID(s): 1.) �3 14 n o o n7 N o o 2.) 3•) PROPERTY LEGAL DESCRIPTION: ®IRRIGATION ®,SIGN 11 ❑FENCE .P((O��M OL II OTHER: N 14rUO5 DESCRIBEWORg CD^ST(UA Ah l r(ii•(OOAA tK W)f BUILDING USE: NO. OF STORIES: TOTAL SQ. FOOTAGE: PROJECT VALUATION:S.QySrSSL 2. PROPERTY OWNER CONTACT INFORMATION: '//� OWNER'SNAME: %1'� (7T -Cs Per 1� PHONE: 2LVpy'/ I )o-S/60 MAILINGADDRESS:� E-MAIL r 3. CONTRACTOR/AGENT: E3•HOMEOWNERISCONTRACTOR AGENT/ CONTRACTOR COMPANY: PHONEI: PHONE2: E-MAIL: FAX N: MAIUNG ADDRESS: CONTACT PERSON'S NAME: PHONE: 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): ' If Homeowneris Contractor, must furnish notarized ® COMPLETE ITEMS 14 OF PERMIT APPLICATION Homestead Affidavit ® SUBMIT TWO(2)COMPLETE SETS(HAROCOPIES) OF CONSTRUCTION PLANS FOR REVIEW NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME& ADDRESS AS CERTIFICATE HOLDER 3. NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL 4. ASA CONDITION OF THI5 SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF IA PORTE TO ACCESS MY PROPE FORTHEPURPOSEOF INSPECTING OR VERIFYING INFORMATION PROVIDED IN THIS APPLICATION & THE PLANS SUBMITTED THEREWITH. APPLICANT PRINTED NAME: is dd AI L'/Ir!• APPLICANT SIGNATURE: (STAFFOSEONLYI: X�'' 11 Occupancy Type: ConsLType�L Flood Zone:X TT� _ Use Zone (Zoning District):. CE�Q Taxes?: FEES: PERMIT FEE: $ �� PLAN CHECK FEE: $ -- - - RESIDENTIAL DRIVEWAY TIE-IN FEE: $ PARKLAND & ZONE FEE: Special Conditions: � ® Must complete oil work and pots City Inspection wftMn 10 days /permtt issuance rther Code Enforcement Action PERMITAPPROVAL: Fire Marshal (Commercial IyJ: Date: Approved for Issuance by: Date: PERMIT NO. 1 ;�5jii•.1, , III Z-?5 o plo PERMIT #: \S- DI 9-D COMMERCIAL PLAN REVIEW COVER SHEET ADDRESS: OWNER'S NANH PROJECT TYPE: Qt,.a I et-i4,o,, ADDN: HCAD#: 013 -\40 -coo- oy-oo FLOOD ZONE: USE ZONE: L-L-b Y/N SUB /DATE RETURNED ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: (Applicable on Demo, Addn, or Remodel) WQ,A (Applicable to Comm. Or Ind.) W/S FEES APPLICABLE?: — (If yes, figure fees. If no, use w/s form to explain why they are not.) TAP FEES APPLICABLE 100% MASONRY/GLASS — STORM WATER QUALITY PERMIT MtLA TAXES UP TO DATE?: — DATE OF REVIEW: S INSPECTOR:�Cc ITEMS NEEDED FOR ISSUANCE OF PERMIT: ,,At "i1 'A 1 tkft�- . Il Siht\ (-etAu;rc, �t.(L �+ n��,.1Jo gwQP Iquxllr�tt $r \( lmvt2.. S." t y'w OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSh=W4SPECtION DIVISION\Impecaow\COME PLAN REVIEW COVER SHEErdoc eh Rev. FEE2012 COMMERCIAL PERMIT NOTES, 1. ALL NEW DEVELOPMENT MUST OBTAIN A WATER ACCOUNT THROUGH THE CITY OF LA PORTE WATER DEPARTMENT @ 281-470-5020, PRIOR TO BUILDING PERMIT ISSUANCE. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. CONTRACTOR IS REQUIRED TO FURNISH UNDER CONSTRUCTION ELEVATION CERTIFICATE PRIOR TO CALLING IN FOR A FOUNDATION PRE -POUR INSPECTION IF APPLICABLE. 7. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL ELEVATION CERTIFICATE PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, AS REQUIRED BY CITY OF LA PORTE FOR CONSTRUCTION IN FLOOD ZONES IF APPLICABLE. 8. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED 9. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 10. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 11. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 12. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 13. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. } AB Project confirmation AB Project Reprint Confirmation Page Texas Department of licensing and Regulation Architectural Barriers Project Registration Confirmation Page Wednesday, November 14, 2018 EABPRIB9805232 PERSON FILING FORM Name: David Hefner Phone: 281-204-5392 Person Address: 1322 S. Broadway, La Porte, TX 77571 Ras Number: 22 Project Name: Northwest Park Pool Restroom Project Address:Northwest Park Pool Restroom 10210 N P Street La Porte, TX 77571 County: Harris TENANT®� Contact Name: Phone: Contact Address: BUILDING/FACILITY Name: Northwest Park Pool Restroom FACILITY Owner: City of La Porte Phone: 281-204-5392 Owner Address: 604 W. Fairmont Pkwy, La Porte, TX 77571 Contact Name: City of La Porte Phone: 281-204-5392 Contact Address: 1322 S. Broadway, La Porte, TX 77571 Contact Email: DESIGN FIRM Name: Sander Engineering Phone: 713-299-6099 Firm Address: 2901 Wilcrest, Suite 550, Houston, TX 77042 Designer Name: Bill Manning Emai: Type of License: Engineer License Number: 80640 1. PROJECT DESCRIPTION Start Date: 11/2018 Completion date: 05/2019 Estimated Cost: Page 1 AB Project confirmation $300,000.00 Type of Work: New Construction Type of Funds: This project involves public funds, public land, or is a state lease. Are the private funds provided by a tenant? No State Lease No. : Scope of Work: New Construction of a swimming pool restroom/life guard building. Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts in this building? No Are there any boiler in this building? No This AB Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accordance with the Texas Administrative Code Chapter 68, Rule 68.51. If TDLR will be performing the review or inspection services, see Rule 68.80. If a RAS will be performing the review or inspection services, please contact the RAS as they set and collect their own fees, see Rule 68.75. In accordance with Rule 68.52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspection shall be made by completing the Request for Inspection form and submitting it no later than 30 calendar days after the completion of construction. Page 2 T Glass, Richard From: Glass, Richard Sent: Monday, November 19, 2018 11:54 AM To: Bradley, Scott Cc: Kirkwood, Michael; Wingate, Lorenzo; Hefner, David Subject: RE: 10210 North P Permit #18-0920 Mr. Bradley, I just returned to my office, did you bring in the TDLR paperwork? Once I have proof of submittal, I can release your permit. I had a note that someone tried to pick it up last week and to contact you guys. Thank you, Richard Glass From: Bradley, Scott Sent: Wednesday, November 14, 2018 8:07 AM To: Glass, Richard <GlassR@laportetx.gov> Cc: Kirkwood, Michael <KirkwoodM@]aportetx.gov>; Wingate, Lorenzo <WingateL@laportetx.gov>; Hefner, David <Hefne rD@ la portetx.gov> Subject: 10210 North P Permit #18-0920 Richard, Per your request of a Storm Water Quality Permit we visited with Lorenzo and he stated that since we have no inlets in the Parking Lot and the vegetation that is around the project is sufficient and that we should not require that permit. Our Contractor CMC Construction will be applying for the fill dirt permit. David will be submitting the TDLR paperwork. Thanks in advance. Scott Scott Bradley I Parks Superintendent 1322 S Broadway I La Porte, TX 77571 p. 281.470.7275 f. 281.470.1361 00 website I map I email� l� CS,/ Glass, Richard From: Bradley, Scott Sent: Wednesday, November 14, 2018 8:07 AM To: Glass, Richard Cc: Kirkwood, Michael; Wingate, Lorenzo; Hefner, David Subject: 10210 North P Permit #18-0920 Richard, Per your request of a Storm Water Quality Permit we visited with Lorenzo and he stated that since we have no inlets in the Parking Lot and the vegetation that is around the project is sufficient and that we should not require that permit. Our Contractor CMC Construction will be applying for the fill dirt permit. David will be submitting the TDLR paperwork. Thanks in advance. Scott Scott Bradley I Parks Superintendent ,1322 S Broadway I La Porte, TX 77571 p. 281.470.7275 f. 281.470.1361 00 website I map I email I ©tl/ , ©My B.2DI8 1D.1238MCDT Fee EM Co..a H.IP *elaeMKmx Mcrae Property Description Inquiry Locitich ID: 32112 HCAD Number: 023-140-000-04064 Attemate Search Method: Locafflon address: 16210 N PST CLP Primary,related related party: CITY OF LA PORTE LA PORTE OUTLOTS --w tmwft , Y J UMW LA PORTE FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 05/29/2018 Business Name Northwest Park & Pool COLP Address 10210 N. P Street Type of Review New Restroom Contractor TBD Reviewed by Clif Meekins, Fire Marshal City Permit # 18-0920 Approval 7UES The Applicant shall be responsible to ensure the design specifications and plans am complete and In compliance whh the requirements set forth In the "15 Intematlonal Fire Code (IFC) and Local Amendments a referenced as e applicable refeeed Standards listed In Chapter 46 of rile tglb IFC. This plan review Is not Intended to be fully Inclusive as other requirements my be Imposed as wamnted by the Fin Marshal or as deemed necessary during onelro Inspection by the Fire Marshal's Office. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED SET OF PLANS" 1) 2015 IFC, Section 1010.1.10.1 Installation - All Exit doors shall have Fire/Panic hardware installed prior to final inspection; a. Egress doors shall be readily openable from the egress side without the use of key, special knowledge or effort and shall not require tight grasping, tight pinching or twisting of the wrist to operate. b. Panic hardware shall be in accordance with UL 305. c. Fire Exit hardware shall be in accordance with UL I OC and UL 305. 2) 2015 IFC, Section 1013.1 - Ensure all exit doors and egress path have proper Exit/Emergency lights per the 2015 IFC. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection. 3) 2015 IFC, Section 1008.3.2 Buildings - Emergency lights shall be installed on the interior and exterior areas of the egress doors prior to the Fire Marshal's final inspection. 4) 2015 IFC, Sec 906.3 - Fire Extinguishers shall be mounted at all exit doors as well as every 75' of travel from the exit doors including all floors prior to the Fire Marshal's final inspection. Refer to Sec 906.3 to determine the actual Fire Extinguishers size/type that this location will require. 5) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any personnel into building. 125 South 3r'lStreet. La Porte, T\ 77571 * 011ice: 281-867-4603 * Fax: 281-867-4629 O PLAN REVIEW NOTES 10210 N. P Street 05/29/2018 (Standard notes ONLY IF APPLICABLE) 1. Please provide a detailed response to all plan review items when resubmitting paperwork. 2. Please submit all requested items together at one time with the detailed response as this starts the resubmittal process for your review. 3. Please submit two copies of all paperwork to the Inspections Department, C/O Richard Glass, 604 W. Fairmont Pkwy., La Porte, TX 77571. We do not accept electronic submittals at this time. 4. Please e-mail any questions regarding the plan review process to: glassr@laportetx.gov Please include the project address in the subject line for all e-mails. (Specific notes FOR YOUR PROJECT) 1. Please provide proof of TDLR submittal for ADA. 2. A Storm Water Quality Permit will be required. Please contact Lorenzo Wingate with any questions (WingateLPlaportetx.gov). 3. If any fill dirt is being brought in, a Fill Dirt Permit will be required. Please contact Lorenzo Wingate with any questions. 4. If you are demolishing a building, a Demo Permit will be required with possibly an asbestos survey. Glass, Richard From: Glass, Richard Sent: Tuesday, May 29, 2018 10:58 AM To: Hefner, David Subject: RE: Northwest Pool Restroom facility Attachments: Fill Dirt Permit.pdf, Storm Water Quality Permit.pdf Mr. Clowes is going to look at the site plan in house, so I won't be requiring a site plan submittal. These will be my requirements though: - Since your project is over $50,000 we will need something from TDLR for ADA. - We will also need a Storm Water Quality permit and a Fill Dirt Permit (if fill dirt is being brought in). I've attached both. Once I receive those things, we should be able to release your permit. Thank you, Richard Glass, CFM Plans Examiner City of La Porte Planning & Development Phone: 281-470-5075 glassr(@Iaportetx.gov From: Hefner, David Sent: Wednesday, May 23, 2018 12:23 PM To: Glass, Richard <GlassR@laportetx.gov> Subject: Northwest Pool Restroom facility Richard, we have received our plans for the new restroom facility at Northwest Park. I do not know the process for plan review, the link to the document is below. Let me know if you need anything else. S:\CWShare\Parks & Recreation\Northwest Pool Renovation 2017\NW Park Pool Bldg Drawings Sealed 5-22-2018.pdf David Hefner Building Maint. Supervisor 281-470-5160 Cell: 281-204-5392 C i 3 Q Y U d B a LQ (U I O N (U N d 0 I, / N Z Q J 0- 0 CD O O a 76 0 n. J U * 0 I n a 10210 NORTH P ST. LA PORTE, TEXAS KEY MAP 539T CITY OF LA 10210 NORTH P STE PORTE, TEXAS La PORTE, TEXAS 77571 NORTHWEST PARK POOL BUILDING BID NUMBER #18020 Danny Earp Chuck Engelken Bill Bentley Kristin Martin MAYOR Louis R. Rigby COUNCIL CITY MANAGER Corby Alexander MAY 2018 Jay Martin Mike Clausen Dottie Kaminski John P. Zemanik INDEX OF SHEETS SHEET NO. DESRIPTION 1. G1 - COVER SHEET 2. G2 - GENERAL CONSTRUCTION NOTES 3. C1 - SURVEY 4. C2 - PROPOSED SITE PLAN S. C3 - AREA SITE PLAN 6. Al - PROPOSED FLOOR PLAN 7. A2 - PROP^SED POOL BUILDING ELEVATIONS 8. A3 - PROPOSED INTERIOR ELEVATIONS 9. A4 - PROPOSED ARCHITECTURAL DETAILS 10. A5 - ADA REQUIREMENTS 11. S1 - STRUCTURAL NOTES AND DETAILS 12. S2 - PROPC'7'7D FOUNDATION NOTES AND DETAILS 13. S3 - PROPOSED STRUCTURAL WALL DETAILS 14. M1 - PROP0 JED PLUMBING PLAN 15. M2 - PROPOSED HVAC PLAN & NOTES 16. M3 - PIPING' RISER DIAGRAM 17. E1 - ELECTRICAL SITE PLAN 18. E2 - PROPOSED `LECTRICAL FLOOR PLAN & ONE -LINE DIAGRAM 19. E3 - ELECTRICAL NO TES, LOAD ANALYSIS & BREAKER PANEL INFORMATION F. ! t III MAY 2 5 20% SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No.10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 G 1 SHEET NO 1 OF 19 SHEETS 0 a- Q J U_ 0 CU I` 0 Z O r CN O r 0 0 0- 0 Z GENERAL STRUCTURAL NOTES: E 0 p, o�a ml GENERAL LEGEND o MAIL BOX X LAMP ❑ TRAF. CONTROL BOX F STREET SIGN POWER POLE • WATER METER -+- FIRE HYDRANT 0 MANHOLE H.L& P. MANHOLE SWBT MANHOLE 'B' INLET ® 'B—B' INLET Fefl 'C' INLET M 'D" GRATE INLET Fel 'E' INLET ® GRATE INLET SANITARY SEWER LINE (LESS THAN 36" DIA.) �-- — — -� SANITARY SEWER LINE (36" DIA. & LARGER) STORM SEWER LINE (LESS THAN 30" DIA.) STORM SEWER LINE (30" DIA. & LARGER) _ WATER LINE (LESS THAN 30" DIA.) WATER LINE — (30" DIA. & LARGER) GAS LINE PROPERTY LINE (R.O.W.) FENCE -- S.W.B.T. CONDUIT WESTERN UNION CONDUIT H.L& P. CONDUIT H.L& P. POWERLINE RECORD DRAWING HYDRAULIC GRADE ELEVATION SANITARY SEINER STORM SEWER WATER LINE --� GAS LINE S.W.B.T. CONDUIT WESTERN UNION CONDUIT H.L& P. CONDUIT 1. THE STRUCTURAL DRAWINGS AS PRESENTED HEREIN HAVE BEEN PREPARED TO CONFORM TO THE CODES LISTED AND AS ADOPTED BY THE CITY OF IA PORTE. 2. THE DESIGN ROOF LIVE LOAD ASSUMED FOR THIS PROJECT IS 20 PFS; THE DESIGN FLOOR LOAD ASSUMED IS 200 PSF. THE ULTIMATE WIND PRESSURE ON THE STRUCTURE WAS BASED ON A WIND VELOCITY OF 150 MPH PER ASCE 7-10. ,% STRUCTURAL AND REINFORCING STEEL NOTES: 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE FOR STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. STRUCTURAL STEEL PLATES AND ANGLE SECTIONS SHALL CONFORM TO THE ASTM DESIGNATION A36, HAVING A MINIMUM YIELD STRENGTH OF 36 KSI. 3. ALL WELDED CONNECTIONS SHALL BE SHOP FABRICATED AND CONSTRUCTED USING E70XX SERIES ELECTRODES; SAID WORK SHALL CONFORM TO THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. 4. ALL REINFORCING STEEL SHALL BE GRADE 60 STEEL AS PER ASTM A615 "SPECIFICATIONS FOR DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT". ALL LAP SPLICES FOR CONTINUOUS REINFORCING SHALL BE 30 BAR DIAMETERS UNLESS OTHERWISE SPECIFIED. ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD HOOKS AS PER ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". CONCRETE MASONRY UNIT NOTES: 1. MASONRY CONSTRUCTION SHALL CONFORM TO AC15302 "SPECIFICATIONS FOR MASONRY STRUCTURES". THE COMPRESSIVE STRENGTH OF MASONRY SHALL BE 1,350 PSI. 2. REINFORCED MASONRY WALL CONSTRUCTION SHALL CONSIST OF GRADE N, TYPE I, WALL BLOCKS CONFORMING TO ASTM SPECIFICATIONS C-90 FOR HOLLOW LOAD -BEARING LIGHTWEIGHT CONCRETE AGGREGATE BLOCK. 3. MORTAR FOR MASONRY WORK SHALL BE TYPE M MORTAR IN ACCORDANCE WITH ASTM C270 FOR REINFORCED MASONRY. GROUT FOR MASONRY SHALL BE 2000 PSI @ 28 DAYS PER ASTM C476. 4. CONTINUOUS WIRE JOINT REINFORCEMENT CONFORMING TO ASTM A-82 SHALL BE USED WITH EVERY OTHER COURSE (16" MAXIMUM SPACING) OF CONCRETE BLOCKS. WITH THE FIRST LAYER OF SAID REINFORCEMENT BEING INSTALLED BETWEEN THE FIRST AND SECOND COURSE OF CONCRETE BLOCKS. MINIMUM 6" LAP SHALL BE PROVIDED AT THE JOINING OF WIRE JOINT REINFORCEMENT SECTIONS. APPLICABLE CODES FOR THE CITY OF LA PORTE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH ASCE 7-10 2012 UNIFORM PLUMBING CODE (UPC) WITH CLP AMENDMENTS/ 2012 UNIFORM MECHANICAL CODE (UMC) ✓ 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS / (COMMERCIAL &RESIDENTIAL) � 2015 INTERNATIONAL FIRE CODE (IfC) WITH ADOPTED AMENDMENTS TO FIRE CODE CONFLICTS IN STRUCTURAL REQUIREMENTS WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE APPLICABLE CODES, STRUCTURAL AND/OR ARCHITECTURAL CONTRACT DOCUMENTS, (STRUCTURAL DRAWING, GENERAL NOTES, SPECIFICATIONS) THE STRICTEST REQUIREMENTS SHALL GOVERN. WIND LOADS 1. WIND PRESSURE BASED ON THE REQUIREMENTS OF THE APPLICABLE CODES CITED ABOVE AND ASCE 7-10. 2. V=150 MPH 3 SECOND GUST, EXPOSURE CATAGORY C, IMPORTANCE FACTOR (1) =1.00 RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE STRUCTURE IS TIED TOGETHER AND COMPLETED. NOTE: LOCATION OF UNDERGROUND UTILITIES HAS NOT BEEN CONFIRMED. ANY EQUIPMENT OR MATERIAL SUBSTITUTION MUST BE SUBMITTED FOR REVIEW PRIOR TO THE PRE —BID MEETING DATE. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMIT FOR IMPROVEMENTS, WHEN NECESSARY, FROM THE CITY OF LA PORTE. SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 C2 j. *............................ WIWAI�A T. MANNING R. ................................... 80640 10 i f •.�/C+�Sdop �c�iri CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING NORTH OR EAST R.O.W. SOUTH OR WEST R.O.W. NORTH OR EAST EDGE GENERAL CONSTRUCTION OF PVMT. OR T.C. NOTES SOUTH OR WEST EDGE _ OF PVMT. OR T.C. REVISIONS NORTH OR EAST DITCH CL NO. DATE DESCRIPTION SOUTH OR WEST DITCH CL DATE: MAY, 2018 G2 SCALE: AS SHOWN JOB NO. 17-064 SHEET NO. 2 OF1_ VICINITYMAP NOT TO SCALE LEGEND: �,TI H.C.M.R. HARRIS COUNTY MAP -4 RECORDS 8GR VEY.�fi -SUBJECT TRACT --- - EASEMENT • PP - POWER POLE FH 0 - FIRE HYDRANT SCALE: 1 "= 2a D=C)=D -LIGHT POLE Of 1 a 20' ',i - WATER VALVE HANDICAP PARKING - TREE 0 W a. N I NOTES: co 1. THIS MAPPING IS TO SHOW ABOVE GROUND TOPOGRAPHICAL FEATURES AND ELEVATIONS ONLY. BOUNDARY LINES ARE SHOWN FOR ILLUSTRATION m PURPOSES ONLY. _0 a 2. SUBSURFACE UTILITIES, FOUNDATIONS, AND ENCROACHMENTS WERE NOT LOCATED AND ARE NOT SHOWN HEREON. THIS SITE COULD HAVE 0 UNDERGROUND INSTALLATIONS THAT THAT ARE NOT SHOWN HEREON. THIS g SURVEY IS LIMITED TO ABOVE GROUND FEATURES ONLY. a. 3. FLOOD INFORMATION IS BASED ON THE NATIONAL FLOOD INSURANCE m PROGRAM'S FLOOD INSURANCE RATE MAP FOR HARRIS COUNTY. 0 0 4. USE OF THIS SURVEY BY ANY OTHER PARTIES AND/OR FOR OTHER PURPOSES m SHALL BE AT THE USERS OWN RISK AND ANY LOSS RESULTING FROM OTHER 0 USES SHALL NOT BE THE RESPONSIBILITY OF ACTION SURVEYING. 0 a v 5. THE EXISTING UNDERGROUND ELECTRICAL AND SANITARY SEWER LOCATIONS SHOWN ARE APPROXIMATE BASED ON LIMITED INFORMATION AND r SHALL BE FIELD VERIFIED. a WATER FOUNTAIN ;v �tk16 WATER \ SPICKET , G. x BASKETBALL COURT 6 0=0=0 EXISTING UNDERGROUND �- POWER FEEDTOPOOL BUILDING APROX. LOCATION (FIELD VERIFY) I 2- I CONCRETE PARKING LOT I )�p WOOD BOLLARD (TYP) 16 rk NP FL 24.3' G TRAS PICNIC ,. CAN TABLE } DRAINAGE - - . l SWALE--- _ - - - FL = 24.2' FL = 23.8' ' _ - �Lbc. FL,= 23.8' „ FL = 23.4' N� G =24.6 �0'2 �y V)p NG 25.1 25 CHAINLINK \4G�C�' FENCE 10 EXISTING �G WATER LINE PICNIC DROP INLET EXISTING LIGHT TABLE TOC=25.6TOP = 25.3, ' W/ JUNCTION BOX 6" RCP CONCRETE EXISTING SEWER ,,`v �`Llb SOUTH FL = 23.8' PARKING LOT CLEANOUT lb- �0 WATER �G UNKOWN CLEANOUT .`L. WATER C� POOL �G� SLIDE CONCRETE �G' EXISTING 8" DRIVE SANITARY SEWER TRAFFIC ISLAND w APROX. LOCATION 8 tICK (FIELD VERIFY) RESTROO FF 25.5' BRICK ON ADA � LIGHT POLE } � RAMP SIDEWALK TOC=2k TOC=25.6 TRASH CAN BRICK RESTROOM FF=25.5' n1. 01 G' • FENCED WOOD STORAGE -- — BOLLARD , FL = 24.0 (TYP)�. '2N� PICNIC TABLE, CANOPY TOC=25.T Nd J& A. �' G OFFICE/ RESTROOM FF=26.6' \-WATER METER �G° 2N ��• �N� G x �p`.L , WAREHOU i�N• �*- -�_ _ ��, _ F FF=26.5' DRAINAGE �� G �eP • , 'SWALE } LAYGROUN L, DROP INLET TOP = 25.4' 6" RCP �XISNG' s NORTH FL=23.8' BUIDIIG.,SOUTH FL=23.7' Arc' ♦ f Y � 5CONC=2.4' CONC-25 5 .2`by i ci BENCHMARK INFORMATION: HARRIS COUNTY FLOOD CONTROL DISTRICT REFERENCE MARK No. 020195. BEING A 3-INCH BRASS DISK ON THE SOUTH SIDE OF N P STREET +/- 0.8' MILES EAST OF THE INTERSECTION OF UNDERWOOD ROAD (S. BATTLEGROUND ROAD) AND N P STREET. ELEVATION: 25.16' (NAVD 88) FLOOD NOTE: AS SCALED FROM FLOOD INSURANCE RATE MAP No. 48201 C940M, DATED 01/06/2017, ZONE "X". AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ASSESSOR'S PARCEL INFORMATION AND ADDRES 023140O00404 (HARRIS COUNTY APPRAISAL DISTRICT) 10210 N P STREET LA PORTE, TEXAS 77571 ACTION SURVEYING 10210 FUQUA STREET HOUSTON, TEXAS 77089 713-941-8600 TX FIRM: 10133600 www.actionsurveying.com REVISIONS DRAWN BY: SW PROJ. MGR.: BJ DATE: 11/09/17 JOB#: 11279 SHEET 1 OF 1 FILENAME: E:\\DWG\10210 N P STREET TOPO.DWG SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 AV -'�:•' 00 •.*�i . * ........................... ., IMWAM T. MANNING JR: 80640 � • �'a- Zo/8' CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING SURVEY REVISIONS NO. DATE DESCRIPTION DATE: MAY, 2018 JOB NO. 17-064 SCALE: AS SHOWN SHEET NO. 3 OFF VICINITY MAP NOT TO SCALE LEGEND. b H.C.M.R. HARRIS COUNTY MAP RECORDS s a - SUBJECT TRACT GRVEY% ------- -EASEMENT • PP - POWER POLE FH 0 - FIRE HYDRANT SCALE: 1 "= 20' O=C)=O -LIGHT POLE (y 1a 2a „ - WATER VALVE - HANDICAP PARKING - TREE NOTES: N 00 1. THIS MAPPING IS TO SHOW ABOVE GROUND TOPOGRAPHICAL FEATURES AND N ELEVATIONS ONLY. BOUNDARY LINES ARE SHOWN FOR ILLUSTRATION N I PURPOSES ONLY. 2. SUBSURFACE UTILITIES, FOUNDATIONS, AND ENCROACHMENTS WERE NOT 0 LOCATED AND ARE NOT SHOWN HEREON. THIS SITE COULD HAVE FE UNDERGROUND INSTALLATIONS THAT THAT ARE NOT SHOWN HEREON. THIS SURVEY IS LIMITED TO ABOVE GROUND FEATURES ONLY. N N 3. FLOOD INFORMATION IS BASED ON THE NATIONAL FLOOD INSURANCE a PROGRAMS FLOOD INSURANCE RATE MAP FOR HARRIS COUNTY. 9 4. USE OF THIS SURVEY BY ANY OTHER PARTIES AND/OR FOR OTHER PURPOSES a SHALL BE AT THE USERS OWN RISK AND ANY LOSS RESULTING FROM OTHER cl USES SHALL NOT BE THE RESPONSIBILITY OF ACTION SURVEYING. m 5. THE EXISTING UNDERGROUND ELECTRICAL AND SANITARY SEWER 6 a° LOCATIONS SHOWN ARE APPROXIMATE BASED ON LIMITED INFORMATION AND -ail SHALL BE FIELD VERIFIED. 0 i END OF ALTERNATE BID SIDE- NETBALL II 1 56 ' COURT N) p'�' A TIER OITAIN I � cn 1 1 h PROPOSED / ELECTRICAL WATER FEED SEE E1 S I KET , ��J I CONCRETE ; WOOD BOLLARD PARKING LOT 1 (TYP) woo ALTERNATE �°`� : PICNIC . — - '- (� - 'i� BID ITEM f� � TABLE ,. PROPOSED .; SH '£ N-- j PROPOSEDi` I DRAINAGE CONCRETE ApELECTRICAL 4 SWALE ,tip• — _ _ -�_ - F{,. PULL BOX/0, ` j 1 6� _ �°3; 10 Al - �G / `� 6" PIPE UNDER �,. /f. SIDEWALK F �G / �.- G' I CHAINLINK t SWALE FLOW �G*� I -`�yG' EXISTING WATER ER _ ��' FENCE �� h LINE j 1X 1 � 'EXISTING SEWEP f`' I PICNIC 1,. I CLEANOUT � ``s I TABLE DROP INLET, EXISTING GRALS - i TOC=25.6' TOP = 256" RCP .3 AREA (2'f) CONCRETE j F I SOUTH FL = 23.8' PARKING LOT I PROPOSED �'�,ATEI ,�53 SHOWER �G UNKOWN CLEANOUT '2'lo.t G,tie BEGINNING �F POOL 1 ALTERNATE BID I PROPOSED SLIDE ,tiya ' 1 SIDEWALK 1 PAVING ;� �.�:: i ,ti�ti j I PROPOSE CONCRETE FENCING PROPOSE4 5 .•—77 DRIVE ♦ I DEWALK 1 5' TRAFFIC , I �' Roe - ISLAND ♦ ` v� wnA sy�ITARY ♦ N I��. ADA RAMP �y5 ♦ I_ BREE�EW►Y ` I f t i, ♦ ELECT. ��IF POOL DROP INLET TOP-254' ELECTRI AL Lir I ' { i �'r 1 6 RCP I« / GdfUI ECT" P�QP' '' ' { f ,= . FEEDS E1 , / PUMP ROOM i f *,, e •_ , ,, / /ice NORTH FL=23.8 AN SWK-TO-EX1-5TJNG� ,- - , SOUTH FL=23.7 .r f !Z f WOOD,,--,, ; , tia• - -=--, ` `: '" �_ �% � tip• - ,�' BOLLARD�G �G' P PROPosE�- �G. (N) PAV�G i� PROPOSED �G _ FENCING .� PICNIC TABLE CANOPY TOC=25.T ,016 . OFFICE) G=,ye. ` TOC=25.6' k ". �G RESTROOM ,tih� �G �,G'� lop FF=26.6' `--WATER t G%�'� T � METER �� / G�ti WAREHOU DRAINAGE 3 d G'� A,.. SWALE �, G'0. leg t ' LAYGROUN lop 5 BENCHMARK INFORMATION: HARRIS COUNTY FLOOD CONTROL DISTRICT REFERENCE MARK No. 020195. BEING A 3-INCH BRASS DISK ON THE SOUTH SIDE OF N P STREET +/- 0.8' MILES EAST OF THE INTERSECTION OF UNDERWOOD ROAD (S. BATTLEGROUND ROAD) AND N P STREET. ELEVATION: 25.16' (NAVD 88) FLOOD NOTE: AS SCALED FROM FLOOD INSURANCE RATE MAP No. 48201 C940M, DATED 0110612017, ZONE "X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ASSESSOR'S PARCEL INFORMA TION AND ADDRES 023140MM404 (HARRIS COUNTY APPRAISAL DISTRICT) 10210 N P STREET LA PORTE, TEXAS 77571 to HAY 2 5 201-3 �i MEN ACTION SURVEYING 10210 FUQUA STREET HOUSTON, TEXAS 77089 713-941-8600 TX FIRM: 10133600 www.actionsurveying.com REVISIONS DRAWN BY: SW PROJ. MGR.: BJ DATE: 11/09/17 JOB#: 11279 SHEET 1 OF 1 FILENAME: E.\\DWG\10210 N P STREET TOPO.DWG SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 OF SAP.......... %m +� YflWAM ..................... / ...80640 ; fGdw 5- Z Z •Za/� CITY OF LA PORTE, TEXAS 10210 NORTH P ST. Y--- NORTHWEST PARK POOL BUILDING = PROPOSED SITE PLAN C2 DATE: MAY, 2018 SCALE: AS SHOWN REVISIONS JOB N0. 17-064 SHEET NO. 4 OF.19 15 ■ , 2 .11 i 0813.59 ■ 9 45' EXISTING LIGHT POLE EXISTING GRASS AREA 121e i®lH8.99 ■ ,�' 3 wm1 TO BE REPLACED- 46 ■ / ' vrm ■ c r. EXISTING TELEPHONE L3',,,,, ■ j LINE LOCATION , .34 12 729 ,0 20.37 .d x 40.15 ALTERNATE BID ITEM !Li ` • EXISTING q I ■ PROPOSED CONCRETE WATER LINE � ��fiXf ,�1� �!, I t� ;4� �` w � � ■ WALKWAY If � EXISTING SEWER PROPOSED =` - CLEANOUT 480/277V, 3P 5 ELECTRICAL I I-, PROPOSED FEED ■ ' ; 5j OUTDOOR SHOWER 110.97 (SEE NOTE 2) • onz, ' PROPOSED CONCRETE 10N OW ! �, ■ PAVEMENT ■ j ! I , ; _ _ _� _ PROPOSED ■ — — = 4 -1'T — // I FENCING PROPOSED WATER LINES i EXISTING 8" SANITARY • _ ` I§ \ _ SEWER TO BE REMOVED i t r ss 4 -q jI El • 5� � • 1�17.78 • j Z/ IIW' 2 •`i • L=� `- \ I • PROPOSED 5' 5 I �, t Y/ T I { ► 'f ,° ' I • SIDEWALKI 1088 067.37 • 1 �" • \ ` PROPOSED 1 ♦ t I POOL BUILDING ��, :_>:.-w=•-,�t ram'-: • TRANSITION 41 I ♦ SIDEWALK ASI f 1 I f ♦ NEEDED. I i I ♦ . <1 BREEZEWAY I I I j I i= 1 ♦ `. I f yr IjI ` 1 1019 •t 15 ♦ G I CONNECT PROP. 8"pm ♦ 44 I 1 i •� w EXISTING 1 SAN. SWR TO ♦.... ..., SEWER CLEANOUT. bi 'kl i ♦ , Arm 2000 ♦ I - , .I' I OFFI ♦ jI " . ' . ELECT. ROOM ,� _ I / t - ::L� , EXISTING SUMP TO 1 .,, BE REMOVED \ q x Ll ,o PROPOSED I BACKWASH SUMP PROPOSED ,2°�° j ,/ PUMP ROOM `\ I BLOCKOUTS FOR POOL PIPING (SEE STRUCTURAL 1988 SHEETS) (_ 4 i. u ACID/ t GD 1, c CO217.42 ' { b>f 1 go NOTE: ci N 2 1. THE EXISTING UNDERGROUND ELECTRICAL AND SANITARY SEWER PROPOS LOCATIONS SHOWN ARE APPROXIMATE BASED ON LIMITED INFORMATION AND SHALL BE FIELD VERIFIED. FENCING W/ PROPOSEQVING.: a 2. OUTDOOR SHOWER SHALL BE PARKNPOOL MODEL 35SH68000SS COLOR TO PRIVACY SLATS a - BE SELECTED BY CITY. PROPOSED - 0021.57 rn FENCING ; .4. cone (A Z a 1,31 n • a a 1 0i �' rt � 0 0 a n. J U m 0 _ n i 1 FL 1A00'7 7 0 20.88 13 (iR 7 �; 1 AREA SITE PLAN C3 SCALE: 3/16" = 1'-0" PROPOSED FENCING EXISTING LIGHT POLE TO BE REPLACED C3 5 2C1.3 Y _ SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 OFy ��11 i•*............................* i / NWAM L MANNING Jig. / ................................... $0640 = i CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING AREA SITE PLAN REVISIONS 501 DATE: MAY, 2018 JOB NO. 17-064 SCALE: AS SHOWN SHEET NO. 5 OF19 a ABBREVIATIONS (ALL ABBREVIATIONS ARE NECESSARILY USED) A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE ALT. .ALTERNATE CL. CENTERLINE CLR. CLEAR COL. COLUMN 8' GALV. — CT. CERAMIC TILE CHAIN LINK DBL. DOUBLE FENCE WITH DWG. DRAWINGS PRIVACY DS. DOWN SPOUTS SLATS EXIST. EXISTING F.D. FLOOR DRAIN RE: PLUMBING DRAWINGS F.F. FINISH FLOOR F.S. FLOOR SINK, RE: PLUMBING DRAWINGS GA. GAUGE G.C. GENERAL CONTRACTOR H.C. HANDICAPPED ACCESSIBLE HT. HEIGHT MB. METAL BUILDING N.E.C. NATIONAL ELECTRIC CODE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.C.E.W. ON CENTER EACH WAY P.E-M.B. PRE-ENGINEERED METAL BUILDING PROP. PROPOSED RE: REFERENCE TYP- TYPICAL U.G. UNDERGROUND U.N. UNLESS NOTED W/ WITH H.D. HUB DRAIN LEGEND 0 DOOR TYPE (SEE SHEET S3 FOR DETAILS) O WINDOW TYPE (SEE SHEET S3 FOR DETAILS) A CROSS SECTION DETAIL S3 (SEE SHEET S3 FOR SECTIONS AND DETAILS) s CMU WALL ❑ COLUMN, RE: P.E.M.B. GALV. FENCE Y v m 4 A2 2 a 0 n NOTE: N N 0 1. THE EXISTING UNDERGROUND ELECTRICAL AND SANITARY SEWER LOCATIONS SHOWN ARE APPROXIMATE BASED ON LIMITED INFORMATION AND SHALL BE FIELD VERIFIED. a 2. COORDINATE LOCATION OF POOL EQUIPMENT WITH SUPPLIER AND INSTALLER. r 2' 55'-4" .01 ROOF 10'-8" 9'-4" 10'-0" 5'-4" 13'-6" 6'-6" OVERHANG - , GALV.' ___4 W., I OUTLINE OF WROUGHT ` a j GALV. CHAIN:; .IRON FENCE w %' 1 41 :. Womans Till LINK FENCE W/4' GATE o 719-ry I L-1 cn ! OF o co ACID/CHEMICALS \ � r I 1: XFMR- = f SLOPE l' olo t " £,: P. I CONTAINMENT -. \ Breezeway SLOPE I SEE NOTE 4'-8" - WATER- CLOSET a 4 GATE �, � � HANDICAP ,,, / j \ Electrical _; WATER Q r f_ 4 S ,._. � ETA, ' Fi DICAP GATE ( f ., 180 SLOPE f' CLOSET A 0 10_ I L-2 DOOR- - -- 0 - e 1{ ^SWIN °- �, _ Vestibule F.D� A/C 3 ' a LUG 180�,. o HWH F o I ;,`�' =fir°a N Plumbi�ig/ WATER i200 t -_ ,/c # o © Mecha 'cal f H FOUNTAINS I N Pump Room SLAING � PE —HANDICAP ! d 4 V /M. ] i q , I PROPOSED -SL4P-lam I a M a BACKWASH r o cn I SUMP = s • 3 a -�'' � ^ � I b P;O 4 URINAL jw ANDICAP i -V o B Lam, reezew y � cA SINK f r1 WATER P f r Of ce. a } - GATE \ 4 GATE 4 f I� k O CLOSET ` N " a . "ails / 1aRE=CAST . SHUTTER -,5' 5 — j, CONCRETE e .Milli . HOUSING e; SLOE e > SLOPE o0 .' 3 ! }GALV. WROUGHT I'`� ao g' I ao / LOCKOUT BLOCKOUT �O �'� r Ij a IRON FENCE _ Mens �' 'r y d _ d AT _ POOL SIDE \ 1 O'-0" 8' 10' 4'-8" 12'-10" 8 5'-10" 1 POOL BUILDING PLAN VIEW Al SCALE: 1 /4" = 1'-0" ACID/CHEMICAL) CONTAINMENT --PERIMETER GALVANIZED —FENMGT6R0_OF DECK — ON TOP OF WALL SEE NOTE 2 t 8 S3 L-1 INTERIOR CMU WALL XFMR I TYP. U.N. IM Electrical SMOO- �--_-- \ FINISH TH BROOM L-2. - FINISH , f, A \ A C rT F.D. / ' -11 LUG f' �5 ., tR {' ; of I F ° Pump Room } 51 y PROPOSED/ ` BACKWASH `..Q SUMP �. - / dr DkMNII 'A' :Office 4 .. 4 INTER) OR S3 % ;SMOOTH P, ' CMUWALL (` 3 � FINISH. 3 TYP. U.N. BLOCKOUT BLOCKOUT \ I Breezeway GALVANIZED FENCING TO ROOF DECK ON TOP OF WALL BROOM FINISH Breezeway EXTERIOR CMU POOL SIDE —WALL TYP. U.Nrc(n D — — ROOF OVERHANG PERIMETER GALVANIZED — ERCINGTORMF-DEC — — — — ON TOP OF WALL EXTERIOR CMU -^ WALL TYP. U.N. / Womans t,:Aj _SMOOTH _ ; '' f- ° f SMddTHI FINISH R HANDICAP `iIVATER`' CLOSET WATER ' � CLOSET ' �- f ADICAP r v v 4 i GALVANIZED s FENCING TOVestibule RO F DECK ON -`' HWH F.D ° TO�OF WALL r Plumbi g/ a WATER f Mecha 'cal FOUNTAINS i SMOOTH ; , (1-HANDICAP) FINISH M � SMOOTHGA4VANIZED -¢ FINISH a f ( I FENCING TO R F DECK ON TOO WALL URINAL `i�ANDICAP 4 HANDICAP $INK 1 WATER f I CLOSET \ SMOOTH FINISH OTH — — — — Mens POOL BUILDING FENCING AND FLOOR FINISH PLAN SCALE: 1 /4" = V-0" � I PERIMETER GALVANIZED FENCING TO ROOF DECK ON TOP OF WALL 7 3 PAY 2 5 2013 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS T e dof Pr ofessional r e s g 17 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 -WIWAM T.MANNINGR. ............................. -- -J�0 A................................... / 80640 / t LENS G:r 0YE 5'2z • 2-0/8- CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING IPROPOSED FLOOR PLAN I REVISIONS Al DATE: MAY, 2018 SCALE: AS SHOWN JOB NO. 17-064 SHEET NO. 6 OF 19 A 1 /ETC. rw CL C; LOW PROFILE RIDGE VENT 24" GALV. CHAIN LINK FENCE -CMU WALL AS SPECIFIED RST 3 COURSE' SPLIT FACED 24" GALV. CHAIN LINK FENCE CMU WALL AS — SPECIFIED FIRST 3 COURSES - SPLIT FACED GROOVED CMU GALV. C.. TYI 0 U WALL V1 )RS 01241 F�STENE V. BOLTS ATTACH: TO STRUCTURA P.EM.BJ Tr GROOVED CMU ��`. � �� .� .�. •�• ;..�..: ... _ -4 ° .•. + . } x CHAIN LINK ACID/CHLORINE CONTAINMENT PUMP ROOM OFFICE POOL SIDE WOMEN'S RESTROOM 8"x8" OPEN 8" FENCE W/ /10,-00 VENT, TYP. 7.1 PRIVACY SLATS 20'-0" 25'-4" CMU/OUT OF CMU MECHANICAL BREEZEWAY CMU OUT OF CMU 19 GA. CYCLONE FENCE MATERIAL WITH PVC SLATS FASTENERS W/ 4-1 /4" GALV. BOLTS TYP. 1 EAST SIDE WALL ELEVATION SOUTH END WALL ELEVATION 2 (FACING POOL) A2 SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" 12 4 SLOP j CMU/OUT OF CMU LOW PROFILE RIDGE VENT NOTE: P.E.M.B. STEEL TO BE CLEAR TO 10'-1" WHERE CHAIN LINK FENCE OCCURS, TYP. 24" GALV. #� CHAIN LINK FENCE Z W � �• c�c 6 U ' I E 3 MU WALL AS SPECIFIED _ O o a a O o 0 I FIRST 3 d Go F - COURSES SPLIT FACED GROOVED CMU z �` z -" L` Fll` GR MEN'S RESTROOM 8'-8" CMU/OUT OF CMU NORTH END WALL ELEVATION (FACING BASKETBALL COURTS SCALE: 1 /4" = V-0" 8" z JOL .FIN. FLI 8"x8" OPEN -RUCTURAL E.M.B. P. MFCHANIC�L FASTENE 4�3/8" GALV BOLTS 1/ TO CMU WALL W/ ANCHORS 0 24" i ,24" GALV. CHAIN LINK FENCE CMU WALL AS SPECIFIED FIRST 3 COURSES SPLITFACED GROOVED CMU CHAIN LINK FENCE W/ PRIVACY SLATS HAAY252013 SANDER ENGINEERING I CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 7844830 OF / * :. .: A. .......... Ik ............. . NflWAM• T.. MANNING•Jt2:.F ....... 80640 10 %)" v 5 -2Z . . ... .. .... . ! x , - �. .' a .. .; • •. .�. .. MEWS RESTROOM L' ELECTRICAL ROOM PUMP ROOM ACID/CHLORINE CONTAINMENT CITY OF LA PORTE, TEXAS 10210 NORTH P ST. 25'-4" 10'-0" 20'-0" 10'-0" NORTHWEST PARK POOL BUILDING CMU/OUT OF CMU CMU/OUT OF CMU '.ieSka X l! .�� ' 3 Y F �a tt 2 �c a3 Y 'x MECHANICAL FASTENERS W/ 4-1/4" GALV. PROPOSED POOL BUILDING BOLTS TYP. ELEVATIONS 4 i - 4 WEST SIDE WALL ELEVATION _ � REVISIONS SCALE: 1 /4" = 1'-0" NO. 1 DATE I DESCRIPTION A2 DATE: MAY, 2018 SCALE: AS SHOWN JOB NO. 17-064 SHEET NO. 7 OF 19 4" O I N y o' 0 IL m 10'-8" 8'-8" 12 4 r�PE 55'-4" 10'-8" 5'-4" 13'-6" 5'-10" A X�i'k,f+ UNIT s �,�,._..'., -'_.,...,.•,...__.-, .wz.L, l �X is.�'�1j- ?; '<..�.,}c" xfQ�if { _N. 11 1 #i ? .2.. j 1 _ -- ..v- -- i / Y ; •�.q ; �••�— i t I ( lj # E F s i ; l , ! 7 # Y*--•'i �'+. ' ly j �.?�'r� i # t I 13�r .,v.>..s.,.�-.-..-,.......w s f¢„ 5 "� •, I - � E ; € ' � ] �� # �JLU ir� S' �-✓-...,,..� 8 ' _ ,�- £ �-° € E t§ , x � a • f e �d # �� i• e� I 5 SECTION � SCALE: NONE 4" —CHAIN LINK TO ROOF FRAMING 0 I tV K_6" SECTION A3 SCALE: 1 /4" = 1'-0" 7 SECTION A3 SCALE: 1 /4" TO AING s -1 r,�.r SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 OF I ♦ ,t I * ♦ YAWAM T. MANNING ,R. ................................... 0 80640 1 + G 5-2Z.-zv�� CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING i ; PROPOSED INTERIOR a E ELEVATIONS REVISIONS NO. 1 DATE DESCRIPTION DATE: MAY, 2018 JOB NO. 17-064 A3SCALE: AS SHOWN SHEET NO. _8 OF 19 _ E EXTERIOR PRECAST 3-1/2" x10" —, CONCRETE WINDOW SEAT, BULLNOSE OUTSIDE (SANDSTONE) - INTERIOR 2_#0 : cv MI CMU WALL OFFICE WINDOW PRECAST 3-1/2" x 18" CONCRETE WINDOW BULLNOSE OUTSIDE (SANDSTONE) -y=-- :CAST 3-1/2" x10" JCRETE WINDOW SEAT, _LNOSE OUTSIDE NDSTONE) 5" DIA. OPENING W/ROUNDED EDGI 14" x 12" OPENIN( W/ROUNDED EDGE' 'RECAST 3-1/2" x 1 F ;ONCRETE WINDOW SE. 3ULLNOSE OUTSIDE SANDSTONE) SCALE: NONE (@ EXTERIOR FACING POOL) 2" x 4-1/2" CLEAR ANODIZED ALUMINUM FRAME W/1" AZER LITE BLUE INSULATED TEMPERED GLASS S-0" 2" 2" DOOR TYPE SCALE: NONE 3070 STEEL DOOR & FRAME, INSULATED W/THRESHOLD LOCKSET — STANLEY 9K W/15C DOOR WITH CLOSURE 'STANLEY' FLOOR MTG. DOOR STOP W/HOLD OPEN NOTE: PROVIDE WEATHER—STRIP @ POOL MANGER OFFICE DOOR STOP: 'DON—JO' #1478 " 'ROLLAC' pi55X HIGH SECURITY ROLL DOWN ;NUTTER CLEAR ANODIZED ALUMINUM FINISH MANUALLY OPERATED) WINDSTORM APPROVED FOR )ESIGN LOADS W/CYLINDER LOCK ANCHOR PER 4ANUFACTURER SPECS. FOR CMU CONSTRUCTION PASS-THRU WINDOW SCALE: NONE (@ BREEZEWAY) 1-3/4" x 4" CLEAR ANODIZED ALUMINUM FRAME TO R CIEVE 3/8" LEXAN WINDOW 3'-0" 210 2" K_4` DOOR TYPE A4 SCALE: NONE 3070 STEEL DOOR & FRAME, INSULATED W/THRESHOLD LOCKSET — STANLEY 9K W/15C W/ STORE —ROOM FUNCTION DOOR WITH CLOSURE 'STANLEY' DOOR STOP: 'DON—JO' #1478 1 1 /2" x 1 1 /2" SQUARE TUBE WE U.N. 1"x1"x12GA. SQUARE TUBE 2 1 /2" x 2 1 /2" SQUARE TUBE 1/2"x1/2"16� SQUARE TUBE TY 1"x1"x12GA. SQUARE TUBE PLUG HINGE W/R & LEFT WING 8-1/2" TALL 4-1/2" WIDE 3/16" THICK, WELD ON ANCHOR TO CMU WALL W/ 3/8" GALV. ANCHORS @ 24" 0. C., TYP. STEEL EXTRA WIDE SINGLE STYLE • 1-1/2" WIDE, • HEIGHT 4-1/4" x 3-1 /2"WIDE • SINGLE 2-1 /8"HOLE • 2-3/8" BACKSET ri 4' GATE TYPE SCALE: NONE DEAD BOLT — KEY TO KEY 2-1/2" x 1 /4" SQUARE TUBE FRAME HOT DIPPED GALVANIZED SPECIFICATIONS .WALK THRU DOOR NOTES: 1. DOORS — PREMIER 18 GA. GALVANIZED W/PRIMER, INSULATED POLYSTYRENE CORE. NOTE: PROVIDE CLOSURE BACK—UP PLATE FOR DOORS & FRAMES W/ CLOSURE PROVIDE (4) ADDITIONAL WALL TIES OVER & ABOVE MFG. SPECS. FOR REQUIRED WIND LOAD PROVIDE (2) 2"x6%12" BLOCK —OUT FOR DOOR CLOSER. i MI AY 2 5 2.n,3 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 7844830 SAP %4111 r ;.#............................ *.� / WIWAM T. MANNING M. / .............................:....., 80640 5-2z 2. FRAME JAMBS — 2"x5j", WELDED. CITY OF LA PORTE, TEXAS 10210 NORTH P ST. 3. FRAME HEADER — 4"x5j", WELDED. NORTHWEST PARK POOL BUILDING 4. DOOR HARDWARE FINISH — US32D (630 SATIN STAINLESS STEEL). - -g` PROPOSED ARCHITECTURAL PAINT: = - DETAILS SHERWIN WILLIAMS REVISIONS INSTALLED PER MANUFACTURERS SPECIFICATIONS NO. DATE DESCRIPTION WALLS — CLEAR SEALER LOXON SILOXANE AlOT00007 DOORS — HEAVY DUTY OIL BASE P.E.M.B.: COLOR 'ROYAL BLUE' PER CITY OF LA PORTE SPECS. PROVIDE COLOR SAMPLES TO CITY OF LA PORTE FOR APPROVAL q � DATE: MAY, 2018 JOB N0. »—os4 /y SCALE: AS SHOWN SHEET N0. �_ OF 19 0 M e a M tV 1 00 a N N N 3 0 IL v 3 ad i to z J IL 0 v a 0 a i c c m 0 0 a U i a ACCESSIBILITY NOTES ACCESSIBILITY NOTES CONTINUED ACCESSIBILITY NOTES CONTINUED JOINT 1/2' PREFORMED PREFORMED JOINT FILLER ILL GUTTER 10:1 MIN. SLOPE 8. BATHROOMS, TOILET ROOMS, BATHING FACILITIES AND SHOWER ROOMS (CONT'D): GUTTER D. IF THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, D. A CLEAR FLOOR SPACE MEASURING 30 INCHES BY 52 INCHES SHALL BE PROVIDED IN FRONT OF SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL 1 URINALS. URINAL SHIELDS SHALL HAVE A CLEAR SPACE BETWEEN THEM OF NOT LESS THAN 29 INCHES E. THE CHARACTER AND BACKGROUND OF INTERIOR SIGNS SHALL BE EGGSHELL, MATTE OR OTHER NON- to 1. SPACE ALLOWANCE AND REACH RANGES: ' AND SHALL NOT EXTEND FARTHER THAN THE FRONT EDGE OF THE URINAL RIM. URINALS SHALL BE GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGOUND. EITHER LIGHT 3' STALL -TYPE OR WALL -HUNG WITH AN ELONGATED RIM AT A MAXIMUM OF 17 INCHES ABOVE THE CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND ARE ST CONST. GROOVES 5'-0' 6'-0' S'-0' A. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 36 INCHES. THE MINIMUM WIDTH FLOOR. FLUSH CONTROLS SHALL BE MOUNTED NOT MORE THAN 42 INCHES ABOVE THE FLOOR. ACCEPTABLE 3' CENTER FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES. WHEELCHAIR TURNING SPACES SHALL BE DESIGNED AND CONSTRUCTED TO SATISFY ONE OF THE FOLLOWING REQUIREMENTS: E. A CLEAR FLOOR SPACE NOT LESS THAN 30 INCHES BY 52 INCHES SHALL BE PROVIDED IN FRONT OF F. LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND MINIMUM 1. A TURNING SPACE NOT LESS THAN 60 INCHES IN DIAMETER; OR, LAVATORIES AND SINKS. CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE CLEARANCES AS PROVIDED IN THIS SUBSECTION. A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. ELEVATION 11. A TURNING SPACE AT T-SHAPED INTERSECTIONS WHERE THE MINIMUM CORRIDOR WIDTH IS NOT LESS LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN G. LETTERS AND NUMERALS SHALL BE RAISED 1/32-, UPPER CASE, SANS SARIF OR SIMPLE , THAN 36 INCHES. EACH T SHALL BE CLEAR OF OBSTRUCTIONS NOT LESS THAN 24 INCHES IN EACH 34 INCHES ABOVE THE FINISHED FLOOR. SARIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILE. RAISED CHARACTERS SHALL � DIRECTION. THE TOTAL. DEPTH OF CLEAR SPACE BENEATH A LAVATORY SHALL NOT BE LESS THAN 17 INCHES, BE AT LEAST 5/8' (16mm) HIGH, BUT NO HIGHER THAN 2' 50mm). PICTOGRAMS SHALL BE M - 12:1 MINIMUM SLOPE EXPANSION JOINT B. THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR OF WHICH TOE CLEARANCE SHALL NOT BE MORE THAN 6 INCHES IN THE TOTAL DEPTH. KNEE ACCOMPANIED BY THE EQUIVALANT VERBAL DESCRIPTION PLACEDDIRECTLY BELOW THE PICTOGRAM. � OCCUPANT SHALL NOT BE LESS THAN 30 INCHES BY 52 INCHES. CLEARANCE SHALL NOT BE LESS THAN 29 INCHES IN HEIGHT AND 30 INCHES IN WIDTH. H. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6- (152mm) MINIMUM IN HEIGHT. C. SPACES UNDER OBSTRUCTIONS, WORK SURFACES OR FIXTURES MAY BE INCLUDED IN THE CLEAR FLOOR KNEE CLEARANCE NOT LESS THAN 27 INCHES IN HEIGHT, 30 INCHES IN WIDTH AND 19 INCHES IN SPACE PROVIDED THAT THEY ARE AT LEAST 30 INCHES IN WIDTH, A MINIMUM OF 27 INCHES IN HEIGHT DEPTH SHALL BE PROVIDED UNDERNEATH SINKS. 14. STORAGE. SHELVING AND DISPLAY UNITS: AND NOT GREATER THAN 25 INCHES IN DEPTH. TOE SPACES UNDER OBSTRUCTIONS, WORK SURFACES OR HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHER- A. STORAGE. SHELVING AND DISPLAY UNITS SHALL HAVE A CLEAR FLOOR SPACE NOT LESS THAN 30 CONST. 4- THICK 1 + FIXTURES MAY BE INCLUDED IN THE CLEAR FLOOR SPACE PROVIDED THAT THEY ARE NOT MORE THAN WISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. INCHES BY 52 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH. CONCRETE RAMP 3" 6 INCHES IN DEPTH AND A MINIMUM 9 INCHES IN HEIGHT. FAUCET CONTROL HANDLES SHALL BE LOCATED NOT MORE THAN 17 INCHES FROM THE FRONT EDGE OF B. ACCESSIBLE STORAGE, SHELVING AND DISPLAY UNITS SHALL BE WITHIN THE REACH RANGES SPECIFIED IN VARIES D. WHERE THE CLEAR FLOOR SPACE ALLOWS ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH THE LAVATORY, SINK OR COUNTER, SELF -CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 (1,) ABOVE. c 6' CONCRETE FORWARD REACH ALLOWED SHALL NOT BE HIGHER THAN 42 INCHES. THE MINIMUM LOW FORWARD REACH PER OPERATION. 1 CURB TYPICAL SECTION SHALL NOT BE LOWER THAN 15 INCHES. SINKS SHALL NOT BE MORE THAN 6 1/2 INCHES IN DEPTH. 15. SITE ACCESSIBILITY: i° 12.1 MIN. S E E. WHERE THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL NOT BE HIGHER THAN 48 INCHES. THE MINIMUM LOW SIDE F. MIRRORS OR SHELVES SHALL BE INSTALLED SO THAT THE BOTTOM OF THE MIRROR OR THE TOP OF THE SHELF IS WITHIN 40 INCHES OF THE FLOOR. A. WHEN MORE THAN ONE BUILDING L FACILITY IS LOCATED ON A SITE. ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. THE ACCESSIBLE ROUTE _ 1'4�� `-' \ REACH SHALL NOT BE LOWER THAN 9 INCHES. G. A CLEAR FLOOR SPACE NOT LESS THAN 52 INCHES IN LENGTH SHALL BE PROVIDED ADJACENT TO OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, I '- 2. CONTROLS AND HARDWARE: SHOWER STALLS. WHERE A SEAT IS NOT INSTALLED, THE CLEAR FLOOR SPACE SHALL NOT BE LESS ACCESSIBLE SITE FACILITIES AND THE ACCESSIBLE ENTRANCE TO THE SITE. THAN 60 INCHES IN LENGTH. THE CLEAR FLOOR SPACE SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. B. SLOPES OF CURB RAMPS SHALL COMPLY WITH SECTION 5 ABOVE TRANSITIONS FROM RAMPS TO WALKS, PLAN A HANDLES, PULLS, LATCHES, LACKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS. CABINETS. A LAVATORY WHICH COMPLIES WITH SUB -SECTION "E' ABOVE MAY BE LOCATED IN THE CLEAR FLOOR SPACE GUTTERS OR VEHICULAR WAYS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM PLUMBING FIXTURES AND STORAGE FACILITIES, SHALL HAVE LEVER OR OTHER SHAPE WHICH WILL PERMIT OF A SHOWER WITHOUT A SEAT. SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR SIC OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR WHERE PROVIDED, A SHOWER STALL SEAT SHALL BE MOUNTED NOT LESS THAN 17 INCHES AND NOT ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 1 VERTICAL IN 20 HORIZONTAL. GROOVE TWISTING TO OPERATE MORE THAN 19 INCHES ABOVE THE FLOOR, AND SHALL EXTEND THE FULL DEPTH OF THE STALL THE CURB RAMPS SHALL NOT BE LESS THAN 36 INCHES IN WIDTH, EXCLUSIVE OF THE REQUIRED SIDE SLOPES. ST,NDAM HANDICAP RAMP B. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND SEAT SHALL BE LOCATED ON THE WALL OPPOSITE THE CONTROLS AND SHALL BE MOUNTED NOT MORE CURB RAMPS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE NOT PROTECTED NOT TO SCALE NOTE OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED ABOVE THAN 1 1/2 INCHES FROM THE SHOWER WALLS. THE SEAT SHALL NOT BE MORE THAN 16 INCHES IN BY HANDRAILS OR GUARDRAILS. SHALL HAVE SLOPED SIDES. THE MAXIMUM SIDE SLOPE SHALL BE 1 RE: ALL RAMPS SHALL MEET PREFERRED DIMENSIONS UNLESS AND NOT LESS THAN 36 INCHES ABOVE THE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEM WIDTH. VERTICAL IN 10 HORIZONTAL CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS OTHERWISE SPECIFIED BY THE DRAWINGS. RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15 INCHES IN HEIGHT ABOVE THE FLOOR. ALL REQUIRED GRAB BARS SHALL BE INSTALLED PARALLEL TO THE FLOOR. ALL GRAB BARS SHALL BE WOULD NOT NORMALLY WALIK ACROSS THE RAMP. _ DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 42 INCHES ABOVE FINISHED FLOOR, EXCEPT AT INSTALLED NOT LESS THAN 33 INCHES AND NOT MORE THAN 36 INCHES ABOVE THE FLOOR OF THE BUILT-UP CURB RAMPS SHALL BE LOCATED SO AS NOT TO PROJECT INTO VEHICULAR WAYS OR BE 4'-0' ACCESSIBLE STALLS WHERE IT SHALL BE MOUNTED BETWEEN 34 AND 36 INCHES ABOVE FINISHED FLOOR. C. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR A SIDE APPROACH SHALL BE PROVIDED AT ALL CLEAR SPACE. WHERE A SEAT IS INSTALLED IN THE STALL. A GRAB BAR NOT LESS THAN 18 INCHES 1N LENGTH SHALL LOCATED WITHIN ACCESSIBLE PARKING SPACES. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. CONTROLS OR HARDWARE, BE INSTALLED ON THE WALL OPPOSITE THE CLEAR FLOOR SPACE. ONE END OF WHICH SHALL TERMINATE CURB RAMPS AT MARKED CROSSWALKS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS. EXCLUDING 5 DEG. AT THE WALL OPPOSITE THE SEAT. A GRAB BAR NOT LESS THAN 27 INCHES IN LENGTH SHALL ALSO BE ANY SLOPED SIDES. 3. ACCESSIBLE ROUTE OF TRAVEL- A THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE 36 INCHES EXCEPT AT INSTALLED ON THE WALL OPPOSITE THE SEAT. IN STALLS WHERE A SEAT IS NOT INSTALLED, GRAB BARS SHALL BE PROVIDED ON ALL PERMANENT C. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH SECTION 5 ABOVE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP. DOORS. WHERE AN ACCESSIBLE ROUTE INCLUDES A 180-DEGREE TURN AROUND AN OBSTRUCTION STALL WALLS. GRAB BARS LOCATED ON EITHER END OF THE STALL SHALL NOT BE LESS THAN 27 WHERE AN ACCESSIBLE ROUTE OF TRAVEL CROSSES OR ADJOINS A VEHICULAR WAY, AND WHERE THERE 12" X 18' 080 ALUMINIUM WHICH IS LESS THAN 48 INCHES IN WIDTH, THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE OF INCHES IN LENGTH. THE GRAB BAR LOCATED OPPOSITE THE CLEAR SPACE SHALL NOT BE LESS THAN ARE NO CURBS, RAIUNGS OR OTHER ELEMENTS, DETECTABLE BY A PERSON WHO HAS A SEVERE VISION SIGN WITH IDENTIFICATION TRAVEL AROUND THE OBSTRUCTION SHALL BE 42 INCHES MINIMUM. B. AN ACCESSIBLE ROUTE OF TRAVEL SHALL HAVE RUNNING SLOPE NOT GREATER THAN 1 VERTICAL IN 48 INCHES IN LENGTH. FAUCETS AND OTHER CONTROLS SHALL BE LOCATED ON THE SAME WALL AS THE SHOWER SPRAY UNIT, IMPAIRMENT, SEPARATING THE PEDESTRIAN AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING NOT LESS THAN 36 INCHES WIDE SYMBOL AND LETTERING AS 6 so REQUIRED BY LOCAL 1 12 HORIZONTAL CROSS SLOPES OF AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 1 VERTICAL AND SHALL BE INSTALLED NOT LESS THAN 38 INCHES OR MORE THAN 48 INCHES ABOVE THE SHOWER FLOOR. D. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE OF i JURISDICTION. IN 50 HORIZONTAL C. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OF TRAVEL OR A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60 INCHES LONG THAT CAN BE USED AS A FIXED TRAVEL TO AN ACCESSIBLE BUILDING ENTRANCE IN FACILITIES WITH MULTIPLE ACCESSIBLE BUILDING ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED HANDICAPPED ARKING PAR MANEUVERING SPACE ANY WALL- OR POST -MOUNTED OBJECT WITH ITS LEADING EDGE BETWEEN 27 SHOWER HEAD OR AS A HAND-HELD SHOWER SHALL BE PROVIDED. IN SHOWER STALLS WITH SEATS, THRESHOLDS SHALL BE FLUSH OR BEVELED WITH A MAXIMUM EDGE NEAR THE ACCESSIBLE ENTRANCES. WHEREVER PRACTICAL THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT CROSS LANES OF VEHICULAR TRAFFIC. WHERE CROSSING TRAFFIC LANES IS NECESSARY. THE ROUTE o q INCHES AND 80 INCHES ABOVE THE FLOOR MAY PROJECT NO MORE THAN 4 INCHES INTO THE HEIGHT OF 1/2 INCH, AND A MAXIMUM SLOPE NOT MORE THAN 1 VERTICAL IN 2 HORIZONTAL OF TRAVEL SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 1 REQUIRED WIDTH WITHIN A CORRIDOR. ANY WALL- OR POST -MOUNTED PROJECTION GREATER THAN 4 THRESHOLDS IN SHOWER STALLS WITHOUT SEATS SHALL BE LEVEL WITH THE ADJACENT CLEAR SPACE E. PARKING SPACES SHALL NOT BE LESS THAN 96 INCHES IN WIDTH AND SHALL HAVE AN ADJACENT ACCESS INCHES SHALL EXTEND TO THE FLOOR. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF WHERE PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER AISLE NOT LESS THAN 60 INCHES IN WIDTH. WHERE TWO ADJACENT SPACES ARE PROVIDED, THE ACCESS AN ACCESSIBLE ROUTE OF TRAVEL OR MANEUVERING SPACE FROM WHEELCHAIRS ONTO SHOWER SEATS. AISLE MAY BE SHARED BETWEEN THE TWO SPACES. BOUNDARIES OF ACCESS AISLES SHALL BE MARKED 67.5 DEG. E;=p D. ACCESSIBLE ROUTES FROM PUBLIC TRANSPORTATION STOPS. ACCESSIBLE PARKING. ACCESSIBLE PASSENGER H. GRAB BARS SHALL HAVE A NOMINAL. DIAMETER OF NOT LESS THAN 1 1/4 INCHES OR MORE THAN 1 1/2 SO THAT AISLES WILL NOT BE USED AS PARKING SPACES. STANDARD PENALTY FINE S LOADING ZONES & PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE INCHES (32mm to 38mm) AND SHALL PROVIDE A CLEARANCE OF 1 1/2 INCHES (38mm) BETWEEN THE VAN -ACCESSIBLE PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE NOT LESS THAN 96 INCHES SIGN DISCRIPTION AS ARE REQUIRED AND SHALL NOT EXCEED 5% OR 1:20 SLOPE IN THE DIRECTION OF TRAVEL NOR 2% OR GRAB BARS AND THE WALL IN WIDTH. REQUIRED BY LOCAL 1:50 IN CROSS SLOPE. 1. THE GRAB BAR WHICH IS LOCATED ON THE BACK WALL BEHIND THE TOILET IS TO BE PLACED 6' FROM F. WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED FOR VANS, THE VERTICAL CLEARANCE SHALL NOT BE JURISDICTION. 4. CHANGES IN LEVEL: SIDE WALL LESS THAN 98 INCHES AT THE PARKING SPACE AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO NOTES: A. ACCESSIBLE ROUTES OF TRAVEL AND ACCESSIBLE SPACES WITHIN BUILDINGS SHALL HAVE CONTINUOUS J. THE GRAB BAR WHICH IS LOCATED ON THE SIDE WALL IS TO BE PLACED 12' FROM THE BACK WALL SUCH SPACES FROM SITE ENTRANCES AND EXITS. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LOCATED ON A SURFACE WITH A SLOPE 1. HANDICAP PARKING SIGN SHALL CONFORM WITH CURRENT COMMON FLOOR OR RAMP SURFACES. ABRUPT CHANGES IN HEIGHT GREATER THAN 1/4 INCH SHALL K. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3' (75mm) DEEP AND EXTENDS AT LEAST 18- (455MM) ABOVE THE TOP OF THE RAIL NOT TO EXCEED1 VERTICAL IN 50 HORIZONTAL STATE AND LOCAL REGULATIONS. 2 . SIGN TO BE WALL MOUNTED OR POST MOUNTED AS REQUIRED/ BE BEVELED TO 1 VERTICAL IN 2 HORIZONTAL CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL PARKING SPACES AND ACCESS AISLES SHALL BE FIRM, STABLE, SMOOTH AND SUP RESISTANT. PREFERRED CENTERED ON PARKING SPACE BE ACCOMPLISHED BY MEANS OF A RAMP AS DELINEATED IN SECTION 5 BELOW. G. EVERY ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A SIGN. CENTERED BETWEEN 3 AND 5 FEET 3. PARKING SPACE SHOWN MUST BE VAN ACCESSIBLE. NOTES: S. ALL SURFACES SHALL BE FIRM AND STABLE SHOWERS; LOCKER ROOMS; TOILET ROOMS; AND OTHER AREAS SUBJECT TO WET CONDITIONS SHALL HAVE SUP -RESISTANT FLOORS. GRATES WITHIN AN ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE 'RESERVED' OR EQUIVALENT LANGUAGE 4. THE PARKING SIGN MUST BE 60" MINIMUM TO BOTTOM ALL LINES 5' WIDE - ACCESSIBLE ROUTE OF TRAVEL SHALL HAVE NO OPENINGS MORE THAN 1/2 INCH IN LEAST CLEAR 9. STRUCTURAL STRENGTH: 16. TELEPHONES: OF LETTERING. PROVIDE PAINTED WHEELCHAIR SYMBOL AT EACH DISTANCE BETWEEN SOLID PARTS. THE MAXIMUM VERTICAL SURFACE CHANGE SHALL BE 1/8 INCH. A. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES A THE ROUTE FROM ACCESSIBLE PARKING TO PHONES MUST BE ACCESSIBLE. DESIGNATED HANDICAP PARKING STALL CENTER SYMBOL IN STALL VERIFY WITH LOCAL 5. RAMPS: SHALL MEET THE FOLLOWING SPECIFICATIONS: B. PROVIDE A 5% MAXIMUM SLOPE IN DIRECTION OF TRAVEL AND 2% MAXIMUM CROSS SLAPS JURISDICTION. A THE MAXIMUM SLOPE A RAMP SHALL BE 1 VERTICAL IN 2 HORIZONTAL THE MAXIMUM RISE FOR (a) BETIDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF (1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS C. THE HIGHEST OPERATABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 4.2.5 OR 4.2.6 OF THE TEXAS ACCESSIBILITY STANDARDS. A �7 H/11�1=A PARI(m m f7fiti7 �71 M V�VL t ANY RUN SWILL BE 300 INCHES. B. THE MINIMUM CLEAR WIDTH OF A RAMP SHALL NOT BE LESS THAN 48 INCHES. (WITH THE EXCEPTION FOR THE MATERIAL OF THE GRAB BAR OR SEAT. (b) SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF (1112N) 17. RESTAURANTS. FOODSTORES, SNACK BARS. CAFETERIAS. AND VENDING AREAS: T NOT TO SCALE NOT TO SCALE RE: RE: y ' � y -- OF SINGLE -RUN RAMPS NOT IN EXCESS OF 15 FEET IN LENGTH WHICH MAY HAVE WIDTHS OF NOT LESS THAN 36 INCHES. SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. A. IF FOOD IS SERVED OVER THE CASH REGISTER COUNTER, THEN THIS COUNTER MUST PROVIDE A = C. EXPOSED RAMPS AND THEIR APPROACHES SHALL BE CONSTRUCTED TO PREVENT THE ACCUMULATION OF IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT MINIMUM 36` LENTH OF COUNTER AT A MAXIMUM 34'A.F.F. HEIGHT. WATER ON WALKING SURFACES. IS CONSIDERED TO BE FULLY RESTRAINED. THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE HANDICAP PARKING SIGN PTIONAL PARKING BUMPER D. CURB RAMPS CAN NOT BE LOCATED IN ACCESS AISLE THE ACCESS AISLE MUST BE LEVEL, LESS THAN TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SWILL NOT EXEED THE ALLOWABLE SHEAR STRESS. 2% SLAPS THIS MEANS THE CURB RAMP MUST BE WITHIN THE SIDEWALK RATHER THAN WITHIN THE (c) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF _- 1'-0- ACCESS AILS. (1112N) SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. o DL 6. ENTRANCES: TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS WALL SURFACE -to oi L_ (d) (1112N) 5 0 A. ALL ENTRANCES ARE REQUIRED TO BE LEVEL LEVEL 1S 2% OR 1/4- PER FOOT OR LESS SLOPE THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF (11PN)- E LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPOETING STRUCTURE 52" MIN. ir• x is m sm mM xe flMo roa � (e) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 30 MIN tO 7. DOORS: A DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE OPENING IS NOT LESS 10. CONTROLS AND OPERATING MECHANISMS: me wAm*w THAN 32 INCHES. ALL DOORS SHALL HAVE MINIMUM MANEUVERING CLEARANCES AS FOLLOWS: A THE HIGHEST OPERABLE PART OF CONTROLS, DISPENSERS, RECEPTACLES. AND OTHER OPERABLE c ` �+'• - (a.) WHERE A DOOR MUST BE PULLED TO BE OPENED, AN UNOBSTRUCTED FLOOR SPACE SHALL EXTEND AT LEAST 18 INCHES BEYOND THE STRIKE EQUIPTMENT SHALL BE PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN THE STATE ACCESSIBUTY STANDARDS. 17-_19- z 1 - O (b.) WHERE A DOOR MUST BE PUSHED TO BE OPENED AND IS EQUIPPED WITH A CLOSER AND B. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS g A LATCH, AN UNOBSTRUCTED FLOOR SPACE SHALL EXTEND AT LEAST 12 INCHES BEYOND THE STRIKE JAMB. THAN 15' (380mm) ABOVE THE FLOOR. EXCEPTION: t N g o WRH SANDER ENGINEERING (c.) WHERE TWO DOORS ARE IN SERIES, THE MINIMUM DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS SHALL BE 52 INCHES IN ADDITION TO ANY AREA NEEDED FOR DOOR SWING. B. WHERE PROVIDED, A DOOR CLOSER SHALL BE ADJUSTED TO CLOSE FROM AN OPEN POSITION OF THESE REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 1 PAof w um � "� C O R P O RAT I O N 70 DEGREES IN NOT LESS THAN THREE SECONDS, TO A POINT 3 INCHES (75mm) FROM THE LATCH, WHEN MEASURED TO THE LEADING EDGE OF THE DOOR. am 11. WATER FOUNTAINS: C. EXIT DOORS SHALL BE OF THE SIDE -HINGED SWINGING OR PIVOTED TYPE EXIT DOORS SHALL SWING 8 - MIN CONSULTING ENGINEERS, SURVEYORS IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN A WALL- AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE A MINIMUM CLEAR FLOOR SPACE IN io ; •; OCCUPANT LOAD OF 50 OR MORE THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15- FRONT OF THE UNITS 30 INCHES IN WIDTH BY 52 INCHES IN DEPTH IN ORDER TO ALLOW A PERSON MAX o ; Texas Board of Professional Engineers FIRM No. F-517 POUND FORCE, AND THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. FREE-STANDING OR BUILT-IN UNITS NOT • ,r ost mamas EQUAL EQUAL I 1 (SM» g THE DOOR SWILL SWING TO FULL -OPEN POSITION WHEN SUBJECTED TO A 15-POUND FORCE THE EA HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 INCHES IN �, N ... Texas Board of Professional Land Surveying FIRM No. 10030300 MAXIMUM OPENING FORCE FOR DOORS LOCATED WITHIN AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT DEPTH BY 52 INCHES IN WIDTH IN ORDER TO ALLOW A PERSON IN A WHEELCHAIR TO MAKE A EXCEED 8.5 POUNDS FOR EXTERIOR HINGED DOORS, 5 POUNDS FOR SLIDING OR FOLDING DOORS OR PARALLEL APPROACH TO THE UNIT. I 8'-O" 8'-0' 5-POUNDS FOR INTERIOR HINGED DOORS. FORCES SWILL BE APPLIED TO THE LATCH SIDE. B. WALL -AND POST -MOUNTED CANTILEVERED UNITS SHALL HAVE KNEE SPACE OF NOT LESS THAN 19 ELEVATION PLAN VIEW 2901 WILCREST DRIVE, SUITE 550 D. WHEN PANIC HARDWARE IS INSTALLED, THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES OR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE INCHES IN DEPTH. C. SPOUTS SHALL BE LOCATED NOT MORE THAN 36 INCHES ABOVE THE FLOOR OR GROUND SURFACE I HOUSTON TEXAS 77042 16'-0' , SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. SPOUTS SHALL BE LOCATED IN THE FRONT OF THE UNIT AND SHALL DIRECT A WATER FLOW NOT LESS _t E EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR THAN 4 INCHES IN HEIGHT, IN A TRAJECTORY PARALLEL TO THE FRONT OF THE UNIT. PRN La auaa>�rar �• ,� (713) 784-4830 NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN D. CONTROLS SHALL BE LOCATED NOT MORE THAN 6 INCHES FROM THE FRONT OF THE UNIT. THE FORCE m z 2 sa L are Pas► aam. rallaa PGBi wGam `�1 INSTALLED. EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 INCHES. REQUIRED TO ACTIVATE THE CONTROL SHALL NOT EXCEED 5 POUNDS. E. WHERE A UNIT IS INSTALLED IN AN ALCOVE GREATER THAN 8 INCHES IN DEPTH, THE ALCOVE SHALL NOT SNow=PAM °�1° AND �aor>Yx ®"O® aea °� sPraE. PARKiNt� a �, �� F. THE MAXIMUM FORCE FOR PUSHING OR PULLING A DOOR SHALL BE AS FOLLOWS: (a) FIRE DOORS SHALL HAVE THE FORCE THE BE LESS THAN 52 INCHES IN WIDTH. A MINIMUM 24 INCHES OF CLEAR SPACE SHALL BE PROVIDED s,�^ p �p w �'� F�IaJYViV!•i� �ATGfI1111�1 �, FOR VAN ACCESSIBLE PARKING : ,ram �....... �P •• u'+ MINIMUM OPENING ALLOWABLE BY APPROPRIATE ADMINISTRATIVE AUTHORITY. FROM THE SPOUT TO THE NEAREST SIDE WALL OF THE ALCOVE. RECESSED UNITS SHALL BE INSTALLED THE IS NOT RECESSED BEYOND THE PLANE OF THE WALL NOT TO SCALE TO SCALE H�1GAP P '• '•, SUCH THAT SPOUT RE NOT *•;• *�/, b INTERIOR HINGED DOORS: 5 LBF (22.2N) RE: . ................................... / c SUDING OR FOLDING DOORS: 5 LBF (22.2N) 12. ALARMS: OF / YtlIWAM T. MANNING JR. / .... THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSTTTION. G. THRESHOLDS A. IF PROVIDED, ALARMS MUST BE BOTH AUDIO AND VISUAL AT A MINIMUM, VISUAL SIGNAL APPLIANCES SHALL BE PROVIDED IN BUILDINGS AND FACILITIES IN EACH OF THE FOLLOWING AREAS: 6 36 30 •••• .......................• �� 80640 � . ��•'•., �7 AT DOORWAYS AND THRESHOLDS SHALL NOT EXEED 3/40 (19mm) IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2" (13mm) FOR OTHER TYPES OF DOORS. H. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A (a) HALLWAYS, AND ANY OTHER GENERAL USAGE AREAS (e.g.. MEETING ROOMS). b HALLWAYS, LOBBIES, AND ANY OTHER AREA FOR COMMON USE. B. AUDIBLE ALARMS SHALL COMPLY WITH NFPA 72-1990. AUDIBLE ALARMS SHALL EXCEED THE 18' 42' C Ste• �+ EN_ •••G�� _` /f`/• �� SLOPE NO GREATER THAN 1:2. PREVAILING EQUIVALENT SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST 15 DECIBELS OR SHALL EXCEED ANY MAXIMUM SOUND LEVEL WITH A DURATION OF 60 SECONDS BY 5 DECIBELS, WHICHEVER $_ ZZ _ !� IS LOUDER. SOUND LEVELS FOR HARM SIGNALS SHALL NOT EXCEED 120 DECIBELS. 8. BATHROOMS, TOILET ROOMS, BATHING FACILITIES AND SHOWER ROOMS: A. AN UNOBSTRUCTED FLOOR SPACE SHALL BE PROVIDED WITHIN BATHROOMS. TOILET ROOMS, BATHING FACILITIES AND SHOWER ROOMS OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT C. VISIBLE ALARM SIGNAL APPLIANCES SHALL BE INTEGRATED INTO THE BUILDING OR FACILITY ALARM SYSTEM. WHERE SINGLE -STATION AUDIBLE ALARMS ARE PROVIDED, SINGLE -STATION VISIBLE ALARM SIGNALS SHALL BE PROVIDED. VISIBLE ALARMS SHALL NOT BE LOCATED LESS THAN 80 INCHES ABOVE 7• 0- N 0 CITY OF LA PORTS TEXAS THaN so INCHES. DOORS IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY RIOT MORE FLOOR LEVEL. OR 6 INCHES BELOW THE CEILING WHICHEVER IS LOWER AND AT AN INTERVAL OF NOT LESS THAN 100 FEET HORIZONTAL. IN ROOMS, CORRIDORS AND HALLWAYS. GCL' a: a, '& 20'-2LESS w W -- c10210 THAN 12 INCHES. THE CLEAR FLOOR SPACES AT FIXTURE. THE ACCESSIBLE ROUTE OF TRAVEL AND VISIBLE ALARM SIGNALS SHALL HAVE THE FOLLOWING MINIMUM PHOTOMETRIC AND LOCATION FEATURES: a. _jv a: NORTH P ST. THE UNOBSTRUCTED FLOOR SPACE MAY OVERLAP. B. WHEELCHAIR -ACCESSIBLE TOILET STALLS SHALL BE AT VAST 60 INCHES IN WIDTH. WHERE WALL -HUNG I. THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. 11. THE COLOR SHALL BE CLEAR OR UNFILTERED WHITE LIGHT. . ao a Oa 6' 36" t 7 42' 12" "� NORTHWEST PARK POOL BUILDING WATER CLOSETS ARE INSTALLED, THE DEPTH OF THE STALL SHALL NOT BE LESS THAN 56 INCHES. III. THE MAXIMUM PULSE DURATION SHALL BE 0.2 SECOND WITH A MAXIMUM DUTY CYCLE OF 40 NN MIN, �m O WHERE OR -MOUNTED WATER CLOSETS ARE INSTALLED, THE DEPTH OF THE STALL SHALL NOT BE FLOOR -MOUNTED PERCENT, THE PULSE DURATION IS DEFINED AS THE TIME INTERVAL BETWEEN INITIAL AND FINAL O m x0 a_ LESS THAN 59 INCHES. ENTRY TO THE COMPARTMENT SHALL HAVE A CLEAR WIDTH OF 32 INCHES. POINTS OF 10 PERCENT OF MAXIMUM SIGNAL ~ 09 a a 1-9 C4 TOILET STALL DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE IV. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. ah 1N EXCEPT FOR DOOR SWING, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 48 INCHES IN WIDTH SHALL BE PROVIDED TOILET STALLS. TOILET STALL DOOR LATCHING HARDWARE SHALL BE MOUNTED TO TO BETWEEN 34 INCHES AND 36 INCHES ABOVE THE FLOOR. C. THE LATERAL DISTANCE FROM THE CENTER LINE OF THE WATER CLOSET 10 THE NEAREST OBSTRUCTION. V. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ AND MAXIMUM OF 3 HZ. D. MANUAL FIRE ALARM DEVICES SWILL BE MOUNTED NOT MORE THAN 48 INCHES ABOVE THE FLOOR PROVIDED THAT PARALLEL APPROACH IS PROVIDED. ~ 30" X 52' CLEAR z i J r- 0 • FLOOR SPACE � , � z � g � � so ADA REQUIREMENTS INCLUDING GRAB BARS, E. IF SINGLE STATION AUDIBLE ALARMS ARE PROVIDED THEN SINGLE STATION VISUAL ALARMS SHALL BE , a, SHALL NOT BE LESS THAN 15 INCHES ON ONE SIDE AND 42 INCHES ON THE PROVIDED. i� ce `� M n N N 04 cs a, 0 OTHER SIDE IN OTHER THAN STALLS. A CLEAR FLOOR SPACE NOT LESS THAN 36 INCHES SHALL BE � ( PROVIDED IN FRONT OF THE WATER CLOSET. THE HEIGHT OF WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES 13. SIGNAGE: :1 .1 i° j z REVISIONS MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. A. RAISED AND BRAILED CHARACTERS AND PICTORIAL SYMBOL SIGNS SHALL BE PROVIDED. 0 NO. DATE DESCRIPTION GRAB BARS SHALL BE INSTALLED AT ONE SIDE AND THE BACK OF THE TOILET STALL THE TOP OF GRAB B. FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY THIS CODE SHALL USE THE � BARS SHALL NOT BE LESS THAN 33 INCHES AND NOT MORE THAN 36 INCHES ABOVE AND PARALLEL INTERNATIONAL SYMBOL OF ACCESSIBILITY. 8' 6' TO THE FLOOR. GRAB BARS LOCATED AT THE SIDE SHALL BE A MINIMUM 42 INCHES IN LENGTH WITH C. IF PERMANENT IDEPITIFlCATION IS PROVIDED FOR ROOMS AND SPACES, THEN THE SIGNS SHALL BE MIN, MAX, THE FRONT END POSITIONED NOT LESS THAN 18 INCHES IN FRONT OF THE WATER TT, AND LOCATED NOT MORE THAN 18 INCHES FROM THE CENTER LINE OF THE WATER CLOSEET.. GRAB BARS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. SIGNS SHALL BE CENTERED ' 170 LOCATED AT THE BACK SHALL BE A MINIMUM OF 36 INCHES IN LENGTH. GRAB BARS SHALL BE AT 60 (1525mm) ABOVE THE FINISHED FLOOR. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SUCH THAT A PERSON MAY APPROACH WITHIN 3 INCHES (76mm.) OF SIGNAGE WITHOUT ENCOUNTERING MIN. MOUNTED NOT MORE THAN 9 INCHES BEHIND THE WATER CLOSET SEAT. FLUSH CONTROLS SHALL BE MOUNTED TO USE FROM THE WIDE SIDE OF THE WATER CLOSET AREA PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. HAh DICAP RESTROOM DIMENSIONS ALL DIMENSIONS ARE MINIMUM UNLESS NOTED OTHERWISE AND NOT MORE THAN 36 INCHES ABOVE THE FLOOR. TOILET PAPER AND OTHER DISPENSERS SHALL BE INSTALLED WITHIN EASY REACH OF THE WATER NOT TO SCALE RE: GRAB BARS AND MOUNTING BRACKETS TO BE CLOSET. AND SHALL NOT INTERFERE WITH GRAB BAR UTILIZATION. DESIGNED FOR 250 LB. LOAD MINIMUM A� DATE: MAY, 2018 JOB NO. 17-064 SCALE: AS SHOWN SHEET NO. 10 OF 19 0 CL U to 0 1 i a GENERAL NOTES FOR STRUCTURES CONCRETE 1. DESIGN SHALL CONFORM TO THE LATEST BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI-318) WITH SPECIAL REQUIREMENTS OF ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI-350) 2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. ARRANGEMENT AND DETAILS OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL, UNLESS OTHERWISE NOTED. 3. ALL SLAB AND BEAM REINFORCEMENT SHALL HAVE A MINIMUM EXTENSION INTO THE SUPPORT IN ACCORDANCE WITH THE LATEST ACI CODE. IF SUCH EXTENSION IS NOT POSSIBLE, BARS SHALL TERMINATE IN STANDARD HOOKS. 4. HORIZONTAL WALL REINFORCEMENT AND TEMPERATURE REINFORCEMENT SHALL LAP A MINIMUM OF 1.7Ld AT SPLICES. WALL DOWELS AND WALL BAR EXTENSIONS AND ALL STRESS SPLICES SHALL LAP A MINIMUM OF 1.7 Ld, UNLESS OTHERWISE NOTED. 5. WALL OR COLUMNS SHALL HAVE DOWELS FROM FOUNDATIONS OR CONSTRUCTION BELOW OF SAME SIZE AND SPACING AS WALL OR COLUMN VERTICAL STEEL. SEE FOOTING SCHEDULE. 6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL NOT BE LESS THAN THE FOLLOWING: • STRUCTURAL MEMBERS, FOUNDATIONS, WALLS AND SUSPENDED SLABS -- 4000 PSI • SLABS ON GRADE ----------------------------------- 4000 PSI • LEAN CONCRETE CLASS B----------------------------- 1500 PSI • GROUT FILL CLASS H------------------------------- 3000 PSI 7. UNLESS OTHERWISE SHOWN, THE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: • SLABS TOP AND BOTTOM OF FORMED SLABS ------------------------- 2" TOP OF WALK AND DRIVEWAY SLABS ------------------------- 2" SURFACES IN CONTACT WITH LIQUID ------------------------- 2" BOTTOM OF SLABS ON FILL OR SOIL ------------------------- 3" • FOOTINGS: TOP AND SIDES --------------------------------------- 2 1/2" BOTTOM ----------------------- 3" • WALLS: LESS THAN 12" THICK ----------------------------------- 2" 12" OR OVER IN THICKNESS WITH POURS LESS THAN 10 FEET HIGH----- - 2" 12" OR OVER IN THICKNESS WITH POURS MORE THAN 10 FEET HIGH----- 2 1 /2" • BEAMS AND GIRDERS: COVER AT TOP, BOTTOM OR SIDES OF LONGITUDINAL REINF----------- 2" • COLUMNS: COVER FOR VERTICAL BARS ------------------------------- 2" 8. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHOWN OR NOTED ON THE PLANS ARE RECOMMENDED. ANY DEVIATION FROM THOSE SHOWN SHALL HAVE APPROVAL OF THE ENGINEER. 9. ANY STOP IN FRAMED CONCRETE WORK MUST BE MADE IN THE CENTER OF THE SPAN AND INCORPORATE AN APPROVED KEYWAY. REINFORCEMENT SHALL EXTEND THROUGH THESE JOINTS IF REQUIRED FOR CONTINUITY. 10. USE TYPE 'C2' JOINT FOR ALL CONSTRUCTION JOINTS IN WALLS AND SLABS BELOW GRADE AND WALLS WHICH SEPARATE AREAS OF SOIL OR LIQUID FROM PERMANENTLY DRY AREAS SUCH AS TUNNELS, GALLERIES, BASEMENT ROOMS, ETC. USE TYPE 'Cl, JOINT AT ALL OTHER CONSTRUCTION JOINTS, UNLESS OTHERWISE NOTED ON DRAWINGS. 11. CONCRETE WALLS AND PARTITIONS SHALL BE POURED IN MAXIMUM LENGTHS OF 40 FEET BETWEEN VERTICAL CONSTRUCTION JOINTS. 12. ALL CONCRETE SLABS OVER 8" IN THICKNESS, REINFORCED WITH BARS, AND POURED AGAINST SOIL SHALL BE POURED IN A STRIP PATTERN OF 40 FEET OR LESS IN EACH DIRECTION. 13. ALL EXPOSED EDGES OF BEAMS, COLUMNS, SLABS AND WALLS SHALL BE CHAMFERED 3/4" UNLESS MASONRY OR OTHER MEMBERS ARE ERECTED FLUSH WITH THEM. 14. REFER TO ARCHITECTURAL, PROCESS, MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL SLEEVES, PIPES, CONDUITS AND MISCELLANEOUS ANCHORING DEVICES TO BE INCORPORATED IN THE CONSTRUCTION STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ALL STRUCTURAL STEEL SHALL BE ASTM A36. 2. ELEVATIONS OF STEEL BEAMS SHOWN ON FRAMING PLANS REFER TO TOP OF FLANGE, UNLESS OTHERWISE NOTED. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A-325 BOLTS EXCEPT AS OTHERWISE SHOWN OR NOTED. ALL CONNECTIONS SHALL BE CAPABLE OF SUPPORTING ONE HALF THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR INDICATED BEAM SIZE AND SPAN IN AISC MANUAL OF STEEL CONSTRUCTION, EXCEPT AS OTHERWISE NOTED. 4. FIELD CONNECTIONS SHALL BE BOLTED, EXCEPT AS OTHERWISE SHOWN OR NOTED. 5. ALL WELDING SHALL CONFORM TO THE LATEST SPECIFICATION OF THE AMERICAN WELDING SOCIETY. ALL WELDED CONNECTIONS SHALL BE MADE WITH AWS A5.1 OR A5.5 E70 XX ELECTRODE. 6. ANCHOR BOLTS AND MISC EMBEDDED STEEL ------------------------- ASTM A36. ANCHOR BOLTS WHICH ARE SUBMERGED, LOCATED ABOVE A LIQUID SURFACE, OR ARE IN A CORROSIVE ATMOSPHERE ------------------------------------- 316 SS. 7. ALL EQUIPMENT ANCHOR BOLT DIMENSIONS AND LOCATIONS SHALL BE VERIFIED FROM CERTIFIED VENDOR DRAWINGS, PRIOR TO CONSTRUCTION. FOUNDATIONS 1. ALLOWABLE SOIL BEARING PRESSURE, EXCAVATION AND BACKFILL FOR FOUNDATIONS AND STRUCTURES SHALL BE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. 2. ALL EXCAVATIONS SHALL BE CARRIED OUT IN THE DRY, AND PROVISIONS SHALL BE MADE TO PREVENT THE BOTTOM OF ALL EXCAVATIONS FROM FREEZING OR FLOODING AT ALL TIMES. 3. ALL FOUNDATIONS SHALL BE CONSTRUCTED IN EXCAVATIONS FREE OF STANDING WATER. 4. BACKFILL MATERIAL, PLACING AND COMPACTION OF BACKFILL SHALL BE IN ACCORDANCE WITH THE DRAWINGS, AND THE CONTRACT SPECIFICATIONS. ABBREVIATIONS ADDL---------- ADDITIONAL EF ---------- EACH FACE ALT---------- ALTERNATE EW ---------- EACH WAY &---------- AND EL ELEVATION ARCH ---------- ARCHITECTURAL EXP ---------- EXPANSION ®---------- AT EXT ---------- EXTERIOR BM ---------- BEAM FTG ---------- FOOTING BOT---------- BOTTOM H.P. ---------- HIGH POINT B/---------- BOTTOM OF HORIZ ---------- HORIZONTAL BLDG---------- BUILDING I.F. ---------- INSIDE FACE CL---------- CENTER LINE INT ---------- INTERIOR C/C---------- CENTER TO CENTER L.P. ---------- LOW POINT CLR---------- CLEAR(ANCE) MH ---------- MANHOLE COL ---------- COLUMN MAX ---------- MAXIMUM CONC---------- CONCRETE MISC ---------- MISCELLANEOUS CONST---------- CONSTRUCTION MIN ---------- MINIMUM CONT---------- CONTINUOUS # ---------- NUMBER DET---------- DETAIL OC ---------- ON CENTER DIA---------- DIAMETER OPNG ---------- OPENING 0---------- DIAMETER OA ---------- OVERALL DWG ---------- DRAWING PVC ---------- POLYVINYL CHLORIDE DWL---------- DOWEL SAW CUT FOR UNIFORMITY PROPOSED EXISTING CONCRETE CONCRETE PAVING PAVING 4" #3 16" O.C.E.4 W. Mg D #3 DOWEL 12" LONG WITH MIN. 4" EMBED @ 16" 0. C. 2 PAVEMENT DETAIL S� SCALE: NONE SEE NOTE 2 - #4 X B+2" #5 X (B + 4'-0") � LONG EACH FACE K EACH FACER SEE NOTE 3 SEE NOTE 2 • ADDITIONAL REINFORCING STEEL AT OPENINGS IN WALLS AND SLABS SCALE: NONE PROPOSED REINFORCE CONCRETE SIDEWALK (MIN. 3000 PSI) to 3" COMPACTED -J LoI SAND BED #3 BAR 3 SIDEWALK DETAIL S1 SCALE: NONE #3 BAR 16" O.C.E.W. / -- 1 "-R (TYP.) 7- 4 " X Q i ADDITIONAL NOTES: R---------- RADIUS REINF---------- REINFORCEMENT 1. DETAILS SHOWN ON THIS DRAWING ARE TYPICAL REQD---------- REQUIRED DETAILS AND SHALL BE USED WHOLLY OR IN PART SCHED---------- SCHEDULE WHERE THEY APPLY EXCEPT WHERE MODIFIED BY SECT ---------- SECTION DETAILED DRAWINGS & SPECIFICATIONS. SPECS ---------- SPECIFICATIONS SS ---------- STAINLESS STEEL 2. PROVIDE 2-#6 X (B+4'-0") ADDITIONAL REBARS STD ---------- STANDARD TOP AND BOTTOM AND 2-#6 X (A+4'-0") ADDITIONAL REBARS AT EACH SIDE OF OPENING IN WALLS ONLY. STIRR---------- STIRRUP SYMM---------- SYMMETRICAL 3. PROVIDE ADDL BARS EQUAL TO ONE-HALF OF BARS T---------- TOP INTERRUPTED AT EACH SIDE OF OPENING AT 3" C/C. T/---------- TOP OF THESE BARS SHALL BE ORIGINAL SIZES AND LENGTHS TYP---------- TYPICAL AS THOSE OF THE INTERRUPTED BARS. (TYPICAL FOR UON---------- UNLESS OTHERWISE NOTED OPENINGS IN SLABS AND PRESSURE WALLS.) VAR ---------- VARIES VERT---------- VERTICAL WWF---------- WELDED WIRE FABRIC W/---------- WITH 10' t t ra#.# - a #: � a .. .. �, ACID/CHEMICAL CONTAINMENT FOUNDATION SCALE: 1 /2" = 1'-0" 10'-0" 5" SLAB WITH #40 12" 0. C. EACH WAY N.G. '-0 #3 STIRRUPS 24" 0. C. MAX �- 2-#5 TOP AND 3" BOTTOM S1 COAT SURFACE WITH NON -SLIP CHEMICAL RESISTANT COATING #4® 24" 0. C. 00 -2" LEVELING SAND A SECTION S1 SCALE: 1 /2" = 1'-0" 0 z i IL Uj 8"x16" CMU J � 0 Q 3 w J i FINISHED 1" GRADE FLOOR 12 ;BEAM 04 3 #4 ®16" 5„ O.C.E.W. 1 �" FIBERGLASS GRATING CL 6" PVC PIPE BACKWASH SUMP STRUCTURAL DETAIL SCALE: NONE s: ;-mac ; : PE r MAY 25W3 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 P� OF �1� ..*............................. * . / WIWAM T. MANNING JR. ..................................., / 806Q 40 5- 2z -2ai �l CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING STRUCTURAL NOTES AND DETAILS REVISIONS S � DATE. MAY, 2018 SCALE: AS SHOWN JOB NO. 17-064 SHEET NO. 1L- OF19 55'-4" E 00 -2 0 to SEE SHEET S1 FOR ACID/CHEMICAL ARE FOUNDATION 19'-2" 10'-6" 101-811 COL. /C 16, 5-41 13'-6" 8 25.75 25.50 J 'R75 25.75 A 7-N Z �D 1\ �2 &Aa 5" THICK CONCRETE SLAB 25.75 A it ii 25.75 25.75 #4 REBAR 16" O.C.E.W. SUCK TROWEL FINISH SEALED WITH EUCLID .. .1. - a -i — S2 F.F. ELEV. 20.50 SUPER DIAMOND CLEAR 25.65 25.75 t , `/ I�25.75 25.72 25.75 25. 25.75 ns L U) 0 CONCRETE 8" �CMU WALLS 25.75 3' 25.72 oil 25.7 10 BACKWASH 5.63 �'/ 4 z.6 �. �2 SUMP 25. 25.75 ZL i CONCRETE 12 it WIDE BEAMS Ri 25.75 25 75 5.75 �2 i 1 25.75- 25.50 A— BLOCKOUTS 4 0-010 99 —90 6" 10'-7* 'f— 89-8" 10'-8" 59-4m 99-15" 15" 15'-2" 20'-0" OUT/OUT OF CMU OUT/OUT OF CMU Tfl B 75 75 , ii Ell- rN Vf-NI IT'c Ot 12" PIER or #4 REBAR 16" O.C. O.C. 0 EXTERIOR CMU 3w RE.' NOTE 7 --t r A #5 THICK CONCRETE SLAB #4 REBAR 16" O.C.E.W. FINISHED 6 VAPOR BARRIER w r COMPACTED SAND AS Val NEEDED ZC SELECT F1 4- Ln FOUNDATION PLAN SCALE: 1/4" = 1'-0" q 12" PIER 4C #4 REBAR 16' O.C. 0 EXTERIOR CMU 6" CMU RE: NOTE 7 6" 8'x16" CMU I k EXTEND VERTICAL REINFORCEMENT INTO GRADE BEAM 21" MIN. (4) #5 REBAR 2 TOP, 2 BOTTOM #3 STIRRUPS 0 32- O.C. FOOTING SCHEDULE SHAFT DIA. VERT. BARS TIES 12" 4 — #5 #3 0 12' 16" 4 — #5 #3 0 12" 16" 4 — #5 #3 0 12" lar 4 #5 #3 0 12 2W 4 #8 #3 0 12" 2r 4 #7 #3 0 12' 2e 4 #7 #3 0 14' 2r 4 #8 #3 0 16 30" 4 ilk #3 0 18- 4- 49 #3 0 18" (4) #5 REBAR #3 STIRUPS 0 12- O.C.U.N. 36*0 BELL 12/36 FOOTING/GRADE BEAM SCALE: NONE _j #5 THICK CONCRETE SLAB #4 REBAR 16" O.C.E.W. A FINISHED FLOOR 6 MIL POLYP t , OR BARRIER % VAPOR V SAND TED SAND AS NIEMEDN IBEAM S 2 24! SELECT FILL R ( B O ( 0 X # UJI A 3c 0 W co 3 b MIL POLY APOR BARRIER r COMPACTED AND AS NEEDED e SELECT FILL EXTEND VERTICAL EINFORCEMENT INTO GRADE BEAM 21" MIN. 4) #5 REBAR 2 TOP. 2 OTTOM #3 STIRRUPS 0 32" .C. 4) #5 REBAR 3 STIRUPS 0 12" O.C-U.N. 6"0 BELL 12/36 FOOTING/GRADE BEAM SCALE: NONE OUT/OUT OF CMU STRUCTURAL COLUMN, RE: P.E.M.B., TYP. (01 ti 25.651 '1 ze) I cn OF CONC. DEPTH 'OP OF PAVING C.J. r -'\N CONTROL ONTROL JOINT 1\ �2 SCALE: NONE 1/2" DOWEL, 24" O.C. W/ PLASTIC SLEEVE, ONE SIDE. 3/4" REDWOOD TOP OF PAVINGs- E.J. /*** �3 EXPANSION JOINT �2 SCALE: NONE SLICK TROWEL FINISH SLICK TROWEL FINISH WET AREAS LIGHT BROOM FINISH tl �D CONCRETE FINISH �2 SCALE: NONE ABBREVIATIONS (ALL ABBREVIATIONS ARE NECESSARILY USED) A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE ALT. ALTERNATE CL CENTERLINE CUR. CLEAR COL. COLUMN CERAMIC TILE DBL DOUBLE DWG. DRAWINGS DS. DOWN SPOUTS EXIST. EXISTING F.D. FLOOR DRAIN RE: PLUMBING DRAWINGS F.F. FINISH FLOOR F.S. FLOOR SINK, RE: PLUMBING DRAWINGS GA. GAUGE G.C. GENERAL CONTRACTOR H.C. HANDICAPPED ACCESSIBLE HT. HEIGHT MB. METAL BUILDING N.E.C. NATIONAL ELECTRIC CODE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.C-E.W. ON CENTER EACH WAY P.E.M.B. PRE—ENGINEERED METAL BUILDING PROP. PROPOSED RE: REFERENCE T TALL TYP. TYPICAL U.G. UNDERGROUND U.N. UNLESS NOTED W/ WI TH W. WIDE (j 12's PIER 471 #4 REBAR 16" O.C. *EXTERIOR CMU RE. NOTE 7 6"_j B"xl 6' CMU 05 THICK CONCRETE SLAB #4 REBAR 16" O.C.E.W. FINISHED FLOOR A GA 'A _j 6 MIL POLY BARRIER MIL POLY G VAPOR BARF GRADE UVAPOR BARRIER 2" COMPACTED 7�� 2" COMPACTED SAND AS NEEDED 24' SELECT FILL"24" SELECT FILL I [ SAND AS NEEDED G PROPOSED REINFORCED — CONCRETE SIDEWALK (MIN. 3000 PSI) 1 R (TYP. @ OUTSIDE EDGE) SECTION SCALE: 3/8" 0-0" 5 SLOPE 1: 50 MAX i 4"/ 3" COMPACTED' Lr SAND BED #3 BAR tl'�5 SIDEWALK @ BUILDING SCALE: NONE (4) #5 REBAR 2 TOP, 2 BOTTOM #3 STIRRUPS 0 32 O.C. 1/2"x18"DOWEL F.F. 16" 0. C. SLAB � 1 /2-SOLID � ASPHALT BOARD #3 BAR 16 O.C.E.W. PlAlY 25 2013 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 78448M .0:!SE # .................... A -............ P VVILUAM T. MANNING R. 0, ...... io A 80640 CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING PROPOSED FOUNDATION NOTES AND DETAILS REVISIONS DATE: MAY, 2018 JOB NO. 17-064 S2 SCALE: AS SHOWN SHEET NO. 12 OF 19 E a m W 0 0 a J 0 Ilt 0 n i a 55'-4" 19'-2" 16' 6" 10'-6" , 8'-8" 7010'-8" 5'-4" - 131-6" .00 now io II II II LfF I q, I� 3 S3 � � � 33 UFM R I 11F-f -1 00 � I a I� I I I I I I I I I I � BACKWASH 3 � � � III I L �I SUMP M��M II 11 I I S3 � I CONCRETE 12" 4 � WIDE BEAMS � � � � 3N S3 ��(TYP.) S3�� ;or 5 S3 �1� FOUNDATION BEAM AND STRUCTURAL PLAN LOCATED ABOVE ALL PERIMETER WALL FENCING. NOTE: P.E.M.B. STEEL TO BE CLEAR TO 10"-1" WHERE CHAIN LINK FENCE OCCURS. TYP. _ BLOCKOUTS FOR POOL PIPING 12 4 SLOPE 26 GA. R—PANEL ROOF, TYP. , �P 2 9 GA. GALV. CAP 0 S3 CHAIN LINK FENCE I N 2" GALV. FENCE POST 2" GALV. MOUNTING BRACKET 24" W/(4) 1 /4" ANCHORS U) OVERHANG (READHEADS) w GROOVED CMU to �> I � x16 o 0 , : g 'SANDSTONE' W/ MATCHING 0 0 MORTAR, U.N. 0 m FIRST 3 COURSES #4 REBAR SPLIT FACED ! WHERE OVERLAP GROOVED CMUOCCURS, 24" MIN. 8%8%16" #4 REBAR 'SANDSTONE' W/ SPACING PER MATCHING MORTAR NOTE 1 IN. FLR. �e. k a4. ` SEE NOTE 1. 4 SCALE: 1 /4" = 1'—O" 26 GA. R--PANEL '- ROOF, TYP. RE: P.E.M.B. RAFTER, RE: P.E.M.B. CAP TRIM EAVE, RE: P.E.M.B. RE: P.E.M.B. 0 00 r2-" EAVE DETAIL S3 SCALE: NONE -BOND BEAM W/2—#4 REBAR WHERE OVERLAP OCCURS, 24" MIN. • SMOOTH —FACED CMU 8%8%16" 'SANDSTONE' W/ MATCHING MORTAR, U.N. -#4 REBAR WHERE OVERLAP OCCURS, 24" MIN. -#4 REBAR SPACING PER NOTE 1. R. SEE NOTE 1. A SECTION A —A B SECTION B—B S3 SCALE: 1 /2" = 1'-0" S3 SCALE: 1 /2" = 1'-0" CMU BLOCK WALL DETAILS STRUCTURAL COLUMN, RE: P.E.M.B., TYP. F." 4"x8"x16" CMU "SANDSTONE" " CLEARANCE 6" THK. PRECAST CONC. PANEL (FLEXICORE) ANCHOR REBAR PER PRE —CAST MANUFACTURER'S REQUIREMENTS BOND BEAM W/2—#4 REBAR a WHERE OVERLAP OCCURS, 24" MIN. 8 x8 x16 CMU E C SECTION C— C S3 SCALE: 1 /2" = 1'-0" BEAM I I I I I I I #5 0 6" 0. C. E. W. TOP AND BOTTOM 12 NOTE: COORDINATE I _ LOCATION OF I ANCHOR BOLTS WITH I I I PEMB SUPPLIER co I� I I _ — I BEAM I �--- — 24 -- 24 2—#5 ANGLE BARS TOP AND BOTTOM (TYP. ALL PERIMETER BEAM CORNERS) TYP. SUPPORTS FOR STEEL COLUMNS 4 AT PERIMETERS CORNERS BEAM S3 SCALE: 3/4" = 1'-0" NOTE: COORDINATE j LOCATION OF I I ANCHOR BOLTS WITH ' 18I I 24 PEMB SUPPLIER #5 ®6" O.C.E.W. r3C1 2— 5 ANGLE BARS TOP AND BOTTOM TOP AND BOTTOM (TYP. ALL PERIMETER r' BEAM CONNECTIONS) 00 N I I BEAM I TYP. SUPPORTS FOR STEEL COLUMNS AT PERIMETERS BEAM CONNECTIONS SCALE: 3/4" = 1'-0" 4 BEAM S3 I 36' 18' 36' I I i OPEN �`" _ OPEN 00 BEAM ;S3 CORNER REINFORCING 5 FOUNDATION BLOCKOUTS S3 SCALE: 3/4" = 1'-0" SPECIFICATIONS CMU BLOCK WALL NOTES: 1. 8" CMU WALLS WITH VERTICAL FILLED CONCRETE CELLS 16" O.C. EXTERIOR WALLS AND 48" O.C.INTERIOR WALLS WITH (1) VERTICAL #4 GRADE 60 REBAR. NOTE: ANCHOR #4 REBAR INTO FOUNDATION W/EPDXY MIN. 6" EMBEDMENT OR USE J BARS. 2. 8"x8%16" BOND BEAM WITH (2) #4 REBAR HORIZONTAL FILLED W/CONCRETE. 3. LADDER WIRE EMBEDDED IN EVERY OTHER MORTAR COURSE HORIZONTAL. 4. BOND BEAM ABOVE ALL DOOR OPENING & CONTINUE 8" PAST ON EITHER SIDE. 5. (1) 8" VERTICALLY FILLED CONCRETE CELL W/(1) #4 GRADE 60 REBAR TO BOTH SIDES OF DOORS AND WINDOWS. FILL VERTICALLY TO 8'-0" A.F.F. NOTE: ANCHOR #4 REBAR INTO FOUNDATION W/ EPDXY MIN. 6" EMBEDMENT. 6. (3) 8" VERTICALLY FILLED CONCRETE CELLS W/(1) #4 GRADE 60 REBAR IN EACH CELL @ ALL INSIDE & OUTSIDE CORNERS. A � VrY 2 5 23 3 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 ..*...........................:..*.. nPAM T. MANNING !R:.�-o if 80640 i .,IiC�S CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING PROPOSED WALL DETAILS DATE: MAY, 2018 S3 SCALE: AS SHOWN REVISIONS JOB NO. 17-064 SHEET NO. 13 OF 19 N 1 co 0 a 3 ABBREVIATIONS (ALL ABBREVIATIONS ARE NECESSARILY USED) 8"x16" CMU CLRF• CLEOVE AR FINISH FLOOR C.F.S. CLEAR FLOOR SPACE C.O. CLEAN —OUT UT F.F. FINISH FLOOR F.V. FLUSH VALVE H.D. HANDICAPPED ACCESSIBLE H.C. HUB DRAIN FINISHED FLOOR H.W.H. HOT WATER HEATER N.T.S. NOT TO SCALE O.C. ON CENTER O.C.E.W. ON CENTER EACH WAY N I P.E.M.B. PRE—ENGINEERED METAL BUILDING S.S. SANITARY SEWER t �.I FLOW LINE TO S.W. SAMPLE WELL BE DETERMINED TYP. TYPICAL —BY EXISTING T&P TEMPERATURE & PRESSURE RELIEF VALVE 6" PVC U.G. UNDERGROUND `-� 8" PVC PIPE W.H.A. WATER HAMMER ARRESTOR PIPE W.M. WATER METER SLOPE ® 0.33% W.V. WATER VALVE 6" PVC 31 8"x6" PVC REDUCER V.T.R. VENT THRU ROOM 90' ELBOW C_W. COLD WATER LINE ----H-W---- HOT WATER LINE 2 BACKWASH SUMP DETAIL —��• SANITARY SEWER LINE, U.G. M1 SCALE: 1 /2" = 1'-0" ----V�-=---- SANITARY SEWER VENT LINE F o , J 1 PEX 3 - URETHANE CAULK INSIDE v OUTSIDE SWEEPING PVC 90' -2 SCHD-40 PVC SLEEVED. Acid/Chemical Holding Area SLAB =---� 6' MIN. 4 MAIN WATER FEED M� SCALE: NONE TO RPZ EXTEND PAST PROPOSED SIDEWALK Electrical ,�� ff r Plumbing Fixture Calculations:- PER 2012 UPC — TABLE 422.1 OCCUPANCY G OUP AREA OCCUPANT WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER LOAD MALE FEMALE MALE FEMALE MALE = 50% FEMALE = 50% ASSEMBLY LA�— 4 300 SF. 1 per 100 1 per 25 1 per 200 1 per 100 1 per 250 1 SERVICE SINK 62x5O%=31 WATER URINALS CLOSETS 1 1 TOTAL FIXTURES REQUIRED: 2 1 1 1 1 TOTAL FIXTURES PROPOSED: 1 1 2 2 2 1 1 2 XFMR Womans H.C. F _�,1a° H.C. , H.C. ' LAVATORY Pump Room §, W.C. " ,= URINAL " 30"x48" 30"x48" C F S 3 Plumbing Letiend: SYN BOL MWSPECIRCAMN e F.C.O. 4'. FLOOR CLEAN -OUT MFR.: SIOUX CHIEF MDL- W/ BRASS ADJUSTABLE COVERS. ® F.D. FLOOR DRAIN MFR.: SIOUX CHIEF MDL- 842-2PBR W/ TRAP GUARD DRAIN INSERT. H.B. HOSE MFR.: SIOUX CHIEF BIBB MDL- LOOSE KEY HOSE BIBB. 0 S.W. SAMPLE WELL 15" REINFORCED CONCRETE PIPE TYPE WITH CAST IRON LID AMERICAN STANDARD, MODEL- LUCERNE -WHITE 0356.0141; CHICAGO FAUCET, MDL 807-2805- 665PSHAB; FIXTURE CARRIER, MIFAB, MC-41 W/ W.M.L. WALL MOUNTED CONCEALED ARMS; THERMOMIXER, THERMOSTATIC LAVATORY MIXING VALVE; LAVATORY SUPPLY VALVE, MCGUIRE MFG. CO. INC., LOOSE KEY W/ 12" RISER; P-TRAP, McGUIRE MFG. CO. INC. W/ CLEANOUT; UNDERSINK PIPING COVERS. LAVGUARD2 ® M.S. MOP SINK MFR.: FIAT MDL_ MSB-2424 (FLOOR MOUNTED) FAUCET: FIAT, MDL- 830-AA URNL H.C. URINAL (CONCEALED AMERICAN STANDARD, MODEL- ALLBROOK URINAL; SLOAN, ROYAL MODEL FLUSHOMETER, MDL: 197-0.5: HANGER PLATE CARRIER, MIFAB, MC-31, W/ FLUSH VALVE) BEARING PLATE AND 2 UPRIGHTS AMERICAN STANDARD, MODEL. AFWALL ELONGATED WALL MTD. FLUSH VALVE TOILET; SLOAN, ROYAL MODEL W.C. WATER CLOSET FLUSHOMETER, MDL 152-1.6; ADJUSTABLE (CONCEALED HORIZONTAL SIPHON JET. ZURN. Z1203-N-XH; FLUSH VALVE) CENTOCO, SOLID PLASTIC SEATS ELONGATED, MODEL 500 SERIES. WALL MTD. AMERICAN STANDARD, MODEL- AFWALL ELONGATED FLUSH VALVE TOILET; SLOAN, ROYAL MODEL W.C. WATER CLOSET FLUSHOMETER. MDL 152-1.6; ADJUSTABLE H.C. (CONCEALED HORIZONTAL SIPHON JET, ZURN. Z1203—N—XH; FLUSH VALVE) CENTOCO, SOLID PLASTIC SEATS ELONGATED. MODEL 500 SERIES. TANKLESS MFR. CHRONOMITE HOT WATER HEATER MODEL: SR-30/277 ELECTRIC 277V ELECTRIC DRINKING MFR. HALSEY TAYLOR E.D.F. FOUNTAIN MODEL- HAC8FS8L-0 ADA (SPLIT LEVEL) H.C. PER 2012 T.A.S. F.S. F.S. MFR. PLASTIC ODDITIES (FLOOR SINK) MODEL: PDS200-FB MFR. GLOBAL PARTITIONS MODEL• SOLID PLASTIC (HOPE) W.C. PARTITION (HDPE) FLOOR ANCHORED/OVERHEAD BRACED FINISH - PEBBLE GRAINED HINGES - CONTINUOUS STAINLESS STEEL SHOES - STAINLESS STEEL HOOK - COA16, ` MTD. 2�" A.F.F. INSIDE ALL PARCK TITION DOORS COLOR: ROYAL BLUE MFR. GLOBAL PARTITIONS PRIVACY/URINAL SCREEN MODEL SOLID PLASTIC (HDPE) (HDPE) WALL HUNG SCREEN D FINISH - PEBBLE GRAINED U COLOR: ROYAL BLUE O1 PEX MANIFOLD O4 I I 1" WATER SUPPLY B-29744 ROLL TOWEL " TO HOT WATER HEATER DISPENSER MTD. ® 42" " HOT WATER BACK TO OPERATOR HT. 60,x59 MANIFOLD W/(2) W.H.A. R / C.F.S. ♦ 2 KOALA KA PRODUCTSO SR-30/277E ORE 4 ♦ KB200 HORIZONTAL WALL MTD. TANKLESS WATER HEATER DRAIN A/C " ♦ = ' BLBY CHANGING STATION (T.W.H.) ' CONDENSATE TO HOT ; ; f Breezeway K6200-05 WHITE GRANITE FLOOR SINK INSIDE -`� yt vxy -f " COLD ELECTRICAL ROOM_ HOT O RI y� _ M.S. SANITARY SEWER S.W. 24x36 MIRROR, B-290 40" MAX a�Y Pl11nY1b1Ilg/ o H C• TO REFLECTIVE SURFACE � � ' (SAMPLE WELL) CONNECT FAUCET WITH Mechanical F.S. >. E.D.F." PROPOSED SEWER LINE r , HOSE C E C.O. .K 4S SEWER CO COLD ' Vestibule f ..._............... • AIR CONDITIONERy . , - 1" HOT" HOT CONNECT PROP. 8" EXISTING CLEAN -OUT `'AN. SWR TO EXISTING PROPOSED .* - - ,. C.O.c.o. �� # 5 COLD t BACKWASH - ' '.' -'� _ SEWER CLEANOUT. ING 1' WATER SLOPE ® 0.33% = „ 1.. `� • �, EXIST SUMP - ---------------------------- ' -------- ----- - -- --- - '-------------------------------------------------- --- LINE 1 7j'- -- Tom- -- ---- - r. a- >---- \ 2 1 e I. a: F - - - _ _ _ _ --I _ L _ - . _ r 1 _ _ - .._ -____�.- - _ ,.._..._- �®1 j 1 {} �a -��--=-----=------------------------------------ --- ---- Dili___-- --- - -- - -------------------------------------------- URINAL--------�--� --- �.. ;' ♦ W.C. -LAVATOR / 3 U S 1" PEX W/ 2" 1 �,� RPZ ------ ' Dfflc ' _� E, , - w' " 30"x48" 30"x48"j" COLD i • 2 EXISTING TELEPHONE �% MeriS so x5s F.S. ,/ SLEEVE WILKINS BOX fx .F.S. " C.F.S. HOT 6' 975XL d`- 0>. 1 BLOCICOUTS FOR _ 4 PRIVACY/URINAL POOL PIPING — - fi; I : --' iwT SCREEN FAUCET WITH HOSE 1-!„ WATER LINE r 4 RACK (FROM PUMP fin - 2 ROOM WATER FEED) 1 _ JN POOL SIDE T 1 HIS DRAWING IS A REPRESENTATION ONLY. ALL PLUMBING SHALL BE INSTALLED 1 POOL BUILDING PLAN VIEW SO AS TO COMPLY WITH STATE AND LOCAL PLUMBING AND HEALTH CODES. M1 SCALE: 1/4" = 1'-0" 2. FLOOR DRAINS TO HAVE TRAP GUARDS. 3. PLUMBING — SURFACE MOUNT ALL PEX HOT/COLD & SANITARY SEWER. 4. FLOOR DRAINS TO BE VENTED PER 2012 U.P.C. & ARE NOT SHOWN FOR CALRITY. 14" WATER LINE NOTE: REFER TO A5 SHT. 10 FOR A.D.A. REQUIREMENTS. PROPOSED UNDERGROUND ISOLATION VALVE � ) VIAY252..1 - SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 OF or WIWAbi� T ••MANNING JR. .s ..............os4o ..... d............Z�C, � ; ENS G CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING PROPOSED PLUMBING PLAN DATE: MAY, 2018 M 1 SCALE: AS SHOWN11011110 REVISIONS DESCRII JOB NO. 17-064 SHEET NO. 14 OF 19 I 3 Y V v o, a N Go O N N N v 0 O a 51 Abbreviations: (not all abbreviations are necessarily used) A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE ALT. ALTERNATE CL. CENTERLINE CLR. CLEAR COL. COLUMN CT. CERAMIC TILE DBL. DOUBLE DWG. DRAWINGS IDS. DOWN SPOUTS EXIST. EXISTING F.D. FLOOR DRAIN, RE: PLUMBING DRAWINGS F.F. FINISH FLOOR F.S. FLOOR SINK, RE: PLUMBING DRAWINGS GA. GAUGE G.C. GENERAL CONTRACTOR H.C. HANDICAPPED ACCESSIBLE HT. HEIGHT MB. METAL BUILDING N.E.C. NATIONAL ELECTRIC CODE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.C.E.W. ON CENTER EACH WAY P.E.M.B. PRE—ENGINEERED METAL BUILDING PROP. PROPOSED RE: REFERENCE TYP. TYPICAL U.G. UNDERGROUND U.N. UNLESS NOTED W/ WITH H.D. HUB DRAIN A/C ANCHOR PER COND-1 LOCAL CODES 1RE CAST ;C(�vRE7 P►NEL a AHU-1 DRAIN TO FLOOR SINK INSIDE — ELECTRICAL ROOM CONCRETE SLAB 1" PVC CONDENSATE DRAIN CMU WALL FLOOR SINK rA_' CROSS SECTION A -A M3 SCALE: NONE Acid/Chemical Holding Area L-1 -f Electrical Pump Room XFMR ROOM DRAIN A/C CONDENSATE TO L-2 FLOOR SINK INSIDE � ELECTRICAL ROOM L1-10 F, {# MTD. NOTE: �� y COND-1 IS TO BE 9 —0�` JEl PLACED ON TOP OF A.F.F. PRE —CAST CONC. PANES ABOVE ® AHU-1 ul 9'-10" A.F.F. ON-1 Q AIR f CONDITIQNER MT©. r------ �a .4 • `, ON TOP` 0F PRECAST -PANEL •. Office BACKWASH SUMP _ a r THERMOSTAT PRE=CASE CONTROL < . CONCRETE . f; PANEL BLOCKOU TS WO T' Breezeway n^^I MI III r1IAlfN I i%/A ^ rlI A AI %/Irll/ SCALE: 1 /4" — 1'-0" General Mechanical Notes: 1. THE MECHANICAL CONTRACTOR SHALL SUPPLY OWNER WITH COMPLETE SHOP DRAWINGS. SHOWING SIZE OF ALL UNITS, DIFFUSERS, DUCT WORK ETC., PERTAINING TO HIS WORK AND ANY CHANGES REQUIRED TO PROVIDE A COMPLETE H.V.A.C. 2. ALL HEATING, VENTILATION AND AIR CONDITIONING (H.V.A.C.) WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES. 3. UNLESS OTHERWISE NOTED THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND MATERIAL REQUIRED FOR A COMPLETE SYSTEM. 4. ALL AIR CONDITIONING, HEATING AND EXHAUST EQUIPMENT MUST DISPLAY AN APPROVED TESTING AGENCY ACCEPTANCE SYMBOL. 5. THE MECHANICAL CONTRACTOR SHALL GUARANTEE WORK FOR ONE FULL YEAR. C. AIR �C 0 N r, ".11 k"DN! if- COM DP—:SQ,�;Q C � E �� ti�_� F��..��C ' � 7. THE MECHANICAL CONTRACTOR SHALL PAY ALL FEES, COST OF PERMITS AND PRORATED COST THAT APPLIES TO HIS WORK. Mechanical E 8 MECHANICAL CONTRACTOR SHALL INSTALL THE HVAC SO AS TO COMPLY TO ALL EXISTING ENERGY CODES. 9. CONDENSATE TRAPS AND DRAIN PIPING SHALL BE 1" SCHEDULE #40 PVC PIPE. INSULATE ALL CONDENSATE DRAIN PIPING WITH 1" THICK ARMAFLEX. 10. SIZE ALL REFRIGERATION PIPING ACCORDING TO MANUFACTURERS REPRESENTATIVE. INSULATE REFRIGERATION SUCTION LINE WITH 1" THICK ARMAFLEX. SEAL ALL INSULATION OUTSIDE. ALL REFRIGERATION PIPING SHALL BE TYPE COPPER (TYPE 'K' SOFT OR TYPE L' HARD). 11. SEAL ALL PIPE AND DUCT PENETRATIONS THRU WALLS WITH URETHANE CAULKING. 12. COORDINATE H.V.A.C. PLAN WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND ELECTRICAL PLANS. 13. INSTALL FIRE STAT ON ALL AIR CONDITIONING UNIT OF LESS THAN 2000 CFM 14. MECHANICAL CONTRACTOR TO ENSURE THEIR WORK TO MEET TEXAS ACCESSIBILITY STA umment Schedule: SYMBOL ITEM MARK MANUFACTURER SEER STU COOL TON VOLTAGE REMARKS r oo i AIR HANDLING UNIT A.H.U.-1 MFG.: TURBO AIR INC. I AHU-1 i L.--. J MODEL- TAS09EHU HEAT PUMP 16 9,000 3/4 120V 1 PHASE MINI SPLIT A/C CONDENSER COND-1 CONTROL WIRED THERMOSTAT COND.-1 a� HY 2 5 201 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 i*:• .*/ ............. . 0 WIWAM T. MANNING JR. / A................................... A - 80640 .......... d Y, tp. 45— 19 CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING PROPOSED HVAC PLAN & NOTES I:C�af17"1 M � DATE: MAY, 2018 SCALE: AS SHOWN REVISIONS JOB NO. 17-064 SHEET NO. 1_ OF 19 I- a i ABBREVIATIONS (ALL ABBREVIATIONS ARE NECESSARILY USED) A.F.F. ABOVE FINISH FLOOR A.F.G. ABOVE FINISH GRADE ALT. ALTERNATE CL. CENTERLINE CLR• CLEAR COL. COLUMN CT. CERAMIC TILE DBL. DOUBLE DWG. DRAWINGS DS. DOWN SPOUTS EXIST. EXISTING F.D. FLOOR DRAIN RE: PLUMBING DRAWINGS F.F. FINISH FLOOR F.S. FLOOR SINK, RE: PLUMBING DRAWINGS GA. GAUGE G.C. GENERAL CONTRACTOR H.C. HANDICAPPED ACCESSIBLE HT. HEIGHT MB• METAL BUILDING N.E.C. NATIONAL ELECTRIC CODE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.C.E.W. ON CENTER EACH WAY P-E-M-B. PRE—ENGINEERED METAL BUILDING PROP. PROPOSED RE: REFERENCE TYP• TYPICAL U.G. UNDERGROUND U.N. UNLESS NOTED W/ WITH H.D. HUB DRAIN M 1 00 ►1 a LEGEND 0 DOOR TYPE (SEE SHEET S3 FOR DETAILS) O WINDOW TYPE (SEE SHEET S3 FOR DETAILS) A CROSS SECTION DETAIL S3 (SEE SHEET S3 FOR SECTIONS AND DETAILS) �CMU WALL COLUMN RE: P.E.M.B. GALV. FENCE ELECTRICAL LEGEND SYMBOL DESCRIPTION MODEL NUMBER NOTE- ® ELECTRICAL BREAKER PANEL (PER N.E.C.) OR APPROVED EQUAL 120 VOLT, 20A. DUPLEX OUTLET uG.F.1 120 VOLT. 20A. DUPLEX OUTLET, (G.F.I.) D 120 VOLT, 20A, DUPLEX OUTLET. DEDICATED 0 z 120 VOLT, 20A. DUPLEX OUTLET, UN -POWERED J U o PHONE/DATA OUTLET. PROVIDE SINGLE GANG BOX a COND-1 A/C CONDENSER D❑-I DISCONNECT SWITCH POLYCARBONATE ENCLOSURE, N6P MFG: AWED MOLDED ENCLOSURES 277V RATED, SINGLE POLE, 20A, LIGHT SWITCH MFG- AWED MOLDED ENCLOSURES MFR: LEVINGTON O.C. CEILING MOUNTED OCCUPANCY SENSOR MODEL- DUAL TECH WATT STOPPER COMBINATION LED EXIST & EMERGENCY SIGN MFR: dmfLIGHTING EXIT W/BATTERY BACK-UP, 120V/277V MODEL.- DLC-450 a z 1.1 LED CANOPY LIGHT -WIDE DISTRIBUTION, 38W LED LIGHT MOD :- E-CC L03C MODEL:- E-CC4L03CW cai EMERGENCY LIGHT MFR: dmRJGHTING W/ BACK-UP, 120V/277V MODEL:- DEL 600 U J W ❑T 24 HR. TIMER 2P. 240V MFR: INTERMATIC MODEL:- T104-20 PROVIDED BY PHONE F-P] INCOMING TELEPHONE BLOCK COMPANY S PHOTOCELL PER NEC TRANSFORMER MFR: SQARE D 1F�AR 480 3P/120V, 1 P —� TO NEW SERVICE 480/277V,3P — — —' L2-5.7 TO / BREAKER PARKING LOT LIGHTS (SEE E1) ol / / MOUNT 7'-90 A.F.F. T + a x -. # e _ t r lam— .. rr —r, c—r - - T ,.,}..,, rn n \ � -... �_ '—"-'-#-'..�k.""'."• L2-10 'Electrical 3 ^: \1_=1loor 3 \ L2-12 L2-14 L1 LZ—g �� ,� -"� ' x ` \ / I f H G.F.I. ; xFMR L2-8 �-� 0 ❑ . ❑ 0 U I A L1-4,6 �u _h Q t a Womens-_, 4� I t _J PHOTOCELL W/ / ;} OVERRIDE SWITCH , Vestibule o� MOP SINK L2-2I Mm. W-00 _ / L1-13 -�— . ` FLOOR SINK o L2-11 I / / A.F.F� T r/... L2-15 ❑ i / COND.-1 x L2-13 /q a 4 �— — r/ Plumbing/ 0 \ II °, j �4r- L2--4 - MecWical ,, ELECTRIC \ / L2-15 / ` DRINKING \. /2 �. I � . � �{ � � � � ,: PROPOSED, -`DIRECT x MOUNT TO f� � �f PRE —CAST: f''` � 1 A... �� ` . BOTTOM OF PIE.M.B. 1 L------ 1. PONCLRETE N_14� P-TRAP / PURLIN TYP. U.N. I PANEL ` .4 f`♦ \ =' ; ' „ . Mens / ` Office - - ' f / i / i ■ o L2-1 EXISTING TELEPHONE 1 PHONE LINE 4. UIn ROOn< . G.F.L L2-9 ` p / ®} / - / -. � P. ,.--.�'_dsf_.. _ ems.. , "..- _.:r # .... :.._.-�__.''- .. -. , 9 - > - -'r: �_ _ `-._. }.�, ,..,. �. � - 1•.. �..af _- � ,o_.�,.. _---x-�'--� V3 .s- _-.tee."- TO UNDER WATER - POOL LIGHTS L2-6 POLE LIGHT 1 L1-8 POLE LIGHT 2 L1-8 ELECTRICAL POWER & LIGHTING PLAN SCALE: 1 /4" = 1'-0" MOUNT TO --- BUILDING WALL 1 /(2) #4 W/(2) 5/8-x10- GROUND ROD OVER 6' APART (1) 2- CONDUIT W/ (3) 2/0 THWN W/#2 GROUND L-2 100 AMP 120/240V 1-PHASE N-3 MCB (1) 1- CONDUIT W (3) #6 THWN W/#10 GROUND 20 KVA NEMA 3 XFMR If MOUNT TO BUILDING WALL TO BUILDING FOUNDATION /() 8" 1x 0- GROUND ROD #4 TO BUILDING � OVER 6' APART STEEL (ELECTRICAL ENCLOSURE PUMP 1 BLDG. & POOL BLDG.) I L-1 100 AMP 480/277V 3-PHASE NEMA 3 MCB 480/277V 3 PHASE 4 WIRE NEW SERVICE CITY PROVII METER CAN (1) 2- CONDUIT W/_ (3) #2 THWN W/ 1/#6 UN GROU N. ND D ELECTRICAL ONE —LINE DIAGRAM 0 E2 SCALE: NONE J 'U d' 0 n' i 0 (1) 2- CONDUIT W/ (3) #2 THWN W/ (1) #2 THWN N. W/#6 GROUND NOTE: DISCONNECT CITY PROVIDED 480/277V DISCONNECT AND 3-PHASE BREAKER NEMA 3 L— MOUNT TO BUILDING WALL #4 TO BUILDING FOUNDATION #4 TO BUILDING STEEL (ELECTRICAL ENCLOSURE PUMP BLDG. & POOL BLDG.) 480/277V, 3-PHASE, 100AMP BREAKER a I V,1%Y 2 5 2" 3 SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 OF r i *: •.*0/ ........... � .......... • .... ..*................. -- * / A WIWAM T. MANNING .IR. A A................................... / 80640 �?,U/F� CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING PROPOSED ELECTRICAL FLOOR PLAN & ONE -LINE DIAGRAM REVISIONS NO. I DATE I DESCRIPTION E2 DATE: MAY, 2018 SCALE: AS SHOWN JOB NO. 17-064 SHEET NO. 18 OF,2— a- 3 Y 0 m g a N O Go s N N N �f 0 a m 6 0 IL CL J U i i o: General Electrical Notes: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE (LATEST EDITION) AND ALL APPLICABLE STATE AND LOCAL CODES. 2. COORDINATE ELECTRICAL PLANS WITH SITE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ALL APPLICABLE PLANS AND SUPPLEMENTS TO THIS PROJECT. 3. ELECTRICAL CONTRACTOR SHALL PAY ALL FEES, COST OF PERMITS AND PRO RATA COST THAT APPLIES TO THIS WORK. NO COST TO OWNER FOR PERMITS. 4. , THE PLUMBING, MECHANICAL AND/OR G.C. WILL INSTALL ALL MOTOR DRIVEN EQUIPMENT AND MOTORS THAT ARE FURNISHED UNDER THEIR CONTRACT. THE ELECTRICAL CONTRACTOR SHALL INSTALL STARTERS AND INSTALL CONNECTIONS BETWEEN STARTERS AND MOTORS AND WIRE SAME INTO BUILDING ELECTRICAL SYSTEM. 5. ELECTRICAL CONTRACTOR SHALL FURNISH ALL ELECTRICAL WIRING. CONDUIT, SWITCHES, PANELS, RECEPTACLES, FIXTURES, ETC. AND LEAVE READY FOR OPERATION. 6. ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4" CONDUIT W/PULL STRING & LABOR REQUIRED TO INSTALL TEMPERATURE CONTROL SYSTEMS, WALL MOUNTED 42" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE MATERIAL AND LABOR TO INSTALL TELEPHONE AND COMPUTER OUTLETS, WALL MOUNTED 180 ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE, WITH 3/4-0 CONDUIT STUB -OUT INTO ELECTRICAL ROOM. 8. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING, CONDUIT,. LABOR AND FINAL CONNECTIONS TO ALL EQUIPMENT PROVIDED BY OWNER. 9. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING LOADS ON ALL PANELS. ALL CIRCUIT BREAKERS TO BE PROPERLY LABELED WITH TYPEWRITTEN DIRECTORY, AND PANELS TO BE LABELED W/PLASTIC LABELS (L-1, L-2) 10. ALL ELECTRICAL MATERIAL MUST BE 'U.L' LISTED AND LABELED. MINIMUM WIRE SIZE SHALL BE #12 AWG UNLESS OTHERWISE STATED. MINIMUM CONDUIT SIZE: 1/2m PVC CONDUIT WITH GROUNDING CONDUCTOR. MIN. GREEN #12 CONDUCTOR. 11. ALL ELECTRICAL FIXTURES AND EQUIPMENT SHALL BE GROUNDED PER NEC. 12. ALL WALL. SWITCHES SHALL BE MOUNTED 46" ABOVE FINISH FLOOR AND ALL RECEPTACLES SHALL BE MOUNTED 18" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE. 13. ELECTRICAL CONTRACTOR SHALL INSURE THAT SWITCH GEAR IS PROPERLY BRACED FOR HIGHEST AVAILABLE SHORT CIRCUIT CURRENT. 14. MAXIMUM LOAD FOR ALL CIRCUITS SHALL BE 80%. 15. EXIT LIGHTS AND EMERGENCY LIGHTING REQUIRE BATTERY BACKUP. 16. CONDUCTOR INSULATION SHALL BE 'THHN' TYPE, MOISTURE AND HEAT - RESISTANT THERMOPLASTIC, 75' C. TEMPERATURE RATED, EXCEPT WHERE NOTED. (CONDUCTORS SHALL BE COPPER EXCEPT WHERE NOTED) 17. BRANCH BREAKERS OF 2P AND 3P CONFIGURATION SHALL HAVE A COMMON TRIP. 18. ELECTRICAL CONTRACTOR SHALL ARRANGE WITH ELECTRIC AND TELEPHONE UTILITY COMPANIES FOR INCOMING SERVICE REQUIREMENTS. 19. ALL EMERGENCY LIGHTING SHALL BE CONNECTED TO A SINGLE CIRCUIT BREAKER WITH A LOCK -ON DEVICE. 20. NO MC OR AC CABLE. 21. ELECTRICAL PANEL SHALL BE 'PANEL BOARD', U.N. 22. ALL ELECTRICAL CONDUIT TO BE SCHEDULE 80 PVC., U.N. STRAPED MAX. ® 48" O.C. W/ CARLON NON-METALLIC CLAMPS. 23. SURFACE MOUNT ALL ELECTRICAL AT C.M.U. WALLS, ABOVE 8' A.F.F. Energy Code Compliance Notes: 1. INDEPENDENT CONTROLS FOR EACH SPACE (SWITCH/OCCUPANCY SENSOR). -EXCEPT CONTINUOUSLY ILLUMINATED SPACES. 2. TWO SWITCHES OR DIMMER IN EACH SPACE TO PROVIDE UNIFORM LIGHT REDUCTION CAPABILITY. -EXCEPT IF ONLY ONE LUMINARIES IN SPACE. -EXCEPT IF AN OCCUPANT -SENSING DEVICE CONTROLS THE .AREA -EXCEPT IF THE AREA IS A CORRIDOR, STOREROOM, RESTROOM OR LOBBY. -EXCEPT A CONTINUOUSLY ILLUMINATED AREA. 3. AUTOMATIC LIGHTING SHUTOFF CONTROL IN SPACES GREATER THAN 250 SO. Fr. IN BUILDING LARGER THAN 5,000 SO FT. 4. PHOTOCELL/ASTRONOMICAL TIME SWITCH ON EXTERIOR LIGHTS. -EXCEPT AREAS REQUIRING LIGHTING DURING DAYLIGHT HOURS. 5. TANDEM WIRED ONE -LAMP AND THREE -LAMP BALLAST LUMINARIES. -EXCEPT HIGH -FREQUENCY BALLASTS. -EXCEPT LUMINARIES NOT ON SAME SWITCH. CITY OF LA PORTE NORTHWEST POOL BUILDING INCOMING SERVICE LOAD ANALYSIS 480/277 VOLT 3 PHASE Qty. DESCRIPTION Motor HP Amps Phase A Phase B Phase C 1 POOL PUMP - PROPOSED 10 14 14 14 14 1 POOL PUMP - FUTURE 10 14 14 14 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 1 20 KVA 1-P X-FORMER 41.7 0 41.7 41.7 4 POOL LIGHTS 0.6 3 0 0 1 EMERGENCY LIGHTS 5 5 0 0 1 HOT WATER HEATER - 8310 W 1 30 30 0 0 0 0 0 0 0 0 0.25 25% of largest motor 41.7 10.425 10.425 10.425 Total load of remaining and proposed equipment 76.425 80.125 80.125 CITY OF LAPORTE NORTHWEST POOL BUILDING LIGHTING PANEL LOAD ANALYSIS 120/240 VOLT 1 PHASE Qty. DESCRIPTION Loads Watt PF KW Amps 30 Lighting 38 1.25 1425 11.88 6 Underwater Pod Lights 300 1.25 2250 18.75 15 Outlets 180 1 2700 22.50 5 Parking Lot Lights 600 1 3000 25.00 1 Drinking Fountain 1800 1 1800 15.00 1 Air Conditioner 1000 1 1000 8.33 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 1 0 0.00 0 25% of largest load 3000 1 0 0.00 TOTAL LOAD 12175 101.45833 PROPOSED PANEL LP-1 BUS AMP RATING 200 SOLID NEUTRAL & GND YES NOTES 1. ADJUST CIRCUITS TO BALANCE PANEL MAN BREAKER AMPS 100 WIRE SEE #2 2. GE OR SQUARE D THERMOPLASTIC LOAD CENTER VOLTS 480/277 PHASE _ . 3 ._ WIRE. 4 CKT. DESCRIPTION WIRE SIZE AMPS A B C BREAKER AMPS POLE CKT NO. CKT NO. BREAKER POLE AMPS AMPS A B C WIRE SEE CKT. DESCRIPTION POOL PUMP 12 14 20 3P 1 2 1P 30 30 10 HOT WATER HEATER 12 14 20 3P 3 4 2P 50 41.7 6 20 KVA )FMR FOR LP-2 12 14 1 20 3P 5 6 2P 50 41.7 6 FUTURE POOL PUMP 20 3P 7 8 1 P 3 12 POOL POLE LIGHTS 20 3P 9 10 20 3P 11 12 EMERGENCY LIGHTS 12 5 20 1P 13 14 15 16 LIGHT FIXTURE, TYPE - FXLED-150 SF (TYP. 2 EACH POLE) CONCRETE POLE HAND HOLE ' w ■I t 0 N Light Pole Detail, Scale: none w A, 1 : Y 2 5 2U,3 t, SANDER ENGINEERING CORPORATION CONSULTING ENGINEERS, SURVEYORS Texas Board of Professional Engineers FIRM No. F-517 Texas Board of Professional Land Surveying FIRM No. 10030300 2901 WILCREST DRIVE, SUITE 550 HOUSTON, TEXAS 77042 (713) 784-4830 l� Jt........... :wl � .WWAM T.MANNING.�t. /� �80640 .� Z -wlFi CITY OF LA PORTE, TEXAS 10210 NORTH P ST. NORTHWEST PARK POOL BUILDING ELECTRICAL NOTES, LOAD ANALYSIS & BREAKER PANEL INFORMATION E 3 DATE: MAY, 2018 ISCALE:AS SHOWN REVISIONS JOB NO. 17-064 SHEET NO. 19_ OF 19