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Home My WebLink About10216 HILLRIDGE RD_14-0468___________ •_emu. -S ' t CITY LA PORTE PROJECT FAIRMONT POOL HOUSE to sue, Jul 16 2014 7:17 HP LRSERJET FAX • p.2 I City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report P1annMg endInapeckns Fax (281) 47OWN Publlc Works Departmerd Fax (281) 470-5129 PWS ID 01010018 F PROPERTY: , L t dY OO INSTALLATION RTYADDRESS Ot ( a NEW INSTALLATION ❑O ANNUAL RETESTCT REPLACEMENT ❑ g3leasa check one ADDRESS: R *cz Pr, 7S--? PERSON: 4 NO.: ZS J- L O _ S 3 9 2 The basher pwmdon assM *dMaYd I habarn Isabdandnbbdakrdp requsad bT TNRCC nall:Iom wd Isaslaled to be IF well somIftbls Penm 16M TYPE OF ASSEMBLY r REDUCED PRESSURE PRINCIPLE (RP) r DOUBLE CHECKVALVE(OCV) PRESSURE VACUUM -WEAKER (PVD) MANUFACTURER � 2. 1 J LOCATED AT: r REDUCED PRESSURE PRINCIPLE - DETECTOR r DOUBLE CHECK - DETECTOR r SPILLRESISTANT PRESSURE VACUUM PgEAKER (SVB) �[ SERIAL NO. KO+ 4.cG4055' lo(SIZ IA DATE INSTALLED REDUCIDPRESSURE PRIICIPLE ASSEMBLY PRESSURE VACUUM RA1011RABIDIIAM DOUBLgCNE6[NAI.ItB.ASeaMBLV i RELIEF VALVE CHem9" CHECK02 AIR INLET CHECKVALVE INITIAL TEST HELD AT_PSID CLOSED TIGHT O HELD AT_PSID CLOSED TIGHT 0 OPENEDAT " Pam OPENED T 3 . 0 Pam HELDAT � Pam LEAKED Q LEAKED O Dm NOT OPEN O DID NOT OPEN Q LEAKED O REPAIRS AND IIATERNLe USED (DIAL A D OPENED AT OPENEDAT HELDAT I TEST CLOSED TIGHT O CLOSED TIGHT O Palo PSm polo TEST 01UIOE USER •yy t� MAKE/MDOEL / V /r�6ER1AL N0. �(d(�I 7V CALIBRATION DATE is the assamdy Installed In accordance with the manowwrer's recommendations and /or local codes? RSMARKB CERTIFIED TESTEITS FIRM NAME L {' V111, CERTIFIED TESTER (plea Pdw) GG ✓ �!u TESTING FIRM! ADDRESS �r-y ��,L CERTIFIED TESTER P" / F p .7 7JrJ � CER'IFIED TESTER NO. PHO/IE NUMBER V=-ENGINEER "ywsrR sal AVM ON cow" TEST DATE i — ` O t --bv nPw+m M be mh*wd kv 41 MW Usss Vs "bMbnb nQd+dlPan Yalallfbn.nPrF, anbdlon it: TM fS REQL7RE0 ANWALLY FOR HIGH HEALTH HAZARD LOCATIONS Rev. 4/2009 07-16-2014 07:00 PRGE2 City of La Porte OF ADDITIONS or CORRECTIONS ti D• NOT REMOVE JOB ADDRESS 1 INSPECTION TYPE: `1 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted / I- — .� .— r 8174MEL 111111 iWA It i unla 1 for any Carpenter, l7ontractor, Builder, or other PMons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN City of La Porte OF "L , INSPECTION TYPE: ATE: — IS JO A 1 ffyyQQT � C P Th 'foll� ngrjr�tion I before'the job will be accept • r t IOh 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 i City of La Porte OF The 0 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 PREPARED 7/09/14, 17:23:34 INSPECTION TICKET PAGE 13 CITY OF LA PORTE INSPECTOR: MARK HUBER DATE 7/10/14 7A DDRE S,S_� 1,0,2'1,6---LR-I-DGESUBDIV: ABST 482 W JONES CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER CITY OF LAPORTE PHONE . PARCEL 043-148-000-0272 __APPli NU_MBER-Y4—O'0'0'00'4'6.8—SW-1-MM-I-NG—POOL, PERMIT: SW 00 BLDG PERMIT -POOL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ MISC 01 6/04/14 DF MISCELLANOUS INSPECTIONS TIME: 13:00 6/04/14 DA RECEIVED 6/4/14 0 7:45 DAVID HEFNER 281-204-5392 DAVID HEFNER WOULD LIKE FOR YOU TO MEET THEM TODAY. THEY ARE DOING A WALK THRU AND NEEDS YOU TO BE THERE. COURTESY FAILED PER DENNIS FITCH. BLFI O1 6/09/14 DF FINAL, BUILDING TIME: 13:00 6/09/14 DA final pool inspection marcos 713-204-6629 • FINAL FAILED PER DENNIS FITCH. _ INSPECTOR NOTE: OK FOR 30 DAY TCO TIL 7/9/14 BLFI=0.2___ -'"-�7"/1;0 /'1-4' MH -_ _FINAL, B.US,LD.I.N,G=T,I,ME.-1.3-0.0J __________ 4FINAL= _ �� P-0GLE-0—EROM—SUS•P-BN S.E A --- ------------------ COMMENTS AND NOTES - _____________________________________ ,D F Ooctrl'U e c Dav,a satid tvi!1 `tatcce 0cwCZ<-F(6u_, 7=1�{ 1� b4 �� d • E • P.O. Box 2301 Friendswood,TX 77549 281554-4202 Office 281-554-4204 Fax oodeoonsutants.inc@cornoast.net To: La Porte Building Department Faxc From: Linda A. Pages: 1, including cover sheet Date: 7/14/2014 Re: 2012 IECC Inspection Compliance Project:10216 Hiltridge (Fairmont Pool Bldg.) ❑ Urgept ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle This is to confirm that the above referenced project is constructed in compliance with the International Energy Conservation Code (inspection date: 07/14/2014). If you need further information regarding this inspection, please contact me (ICC Commercial Energy Inspector #5168830-78). tj, Linda PREPARED 6/09/14, 13:57:15 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: MARK HUBER DATE 6/09/14 ________________________________________________________________________________________________ ADDRESS 10216 HILLRIDGE RD UB SUBDIV: ABST 482 W JONES CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER CITY OF LAPORTE PHONE . PARCEL 043-148-000-0272 APPL NUMBER: 14-00000468 SWIMMING POOL __________ PERMIT: _____________________________________________________________________________ SW 00 BLDG PERMIT -POOL REQUESTED 1NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ MISC 01 6/04/14 MR MISCELLANOUS INSPECTIONS TIME: 13:00 KKKXKKKKXX KKKKKKKK RECEIVED 6/4/14 0 7:45 DAVID HEFNER 281-204-5392 DAVID HEFNER WOULD LIKE FOR YOU TO MEET THEM TODAY. THEY ARE DOING A WALK THRU AND NEEDS YOU TO BE THERE. BLFI 01 6/09/14 MH FINAL, BUILDING TIME: 13:00 final pool inapeccion __________ marcoe 713-209-6629 �✓ j-i>apprpl Q � �o Q T • _____________________________ COMMENTS AND O6S -___----------_ T - • PREPARED 6/04/14, 7:48:58 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: MARIO RAMOS DATE 6/04/14 ILADDRES'S ------------------------------------------------------------- 10216 NILCRI'DGE-RD-UB- SUBDIV: ABST 482 W JONES CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER . . CITY OF LAPORTE PHONE PPARCEL__�043-148_000_0,2.Z2 -A) PL-NUMBER,14.-.0 O,0004 68--5W-I MM3 NG-POOL-2 _________________ PERMIT: SW -_______________________ 00 BLDG PERMIT -POOL _____--________-_____________ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ jMI'SC-01=6,/3.4,/_74-AMR MIS CElliANOUS-INSPECT IONS -TIME��1,3.:.00_ RECEIVED-6%"4 %1_4 0 -7:95 __ DAVID HEFNER 281-204-5392 DAVID HEFNER WOULD LIKE FOR YOU TO MEET THEM TODAY. THEY ARE ,/� ----------------- �/��(/ DOING A WALK THRU AND - -&- ____ COMMENTS AND NEEDS NOTES __O-A' YOU TO BE THERE. /j/''/] I� _______V.(/tJr / \ • PREPARED 4/04/14. 13:26:11 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/04/14 ________________________________________________________________________________________________ ADDRESS 10216 HILLRIDGE RD US SUBDIV: ABST 482 W JONES CONTRACTOR PATRIOT COURT SYSTEMS PHONE (281) 890-1858 OWNER CITY OF LAPORTE PHONE . PARCEL 043-148-000-0272 APPL NUMBER: 13-00002023 NEW, AMUSEMENT, SOCIAL. AND RECREATIONAL _____________________ -__-_--_____________________________-______-_--___-__ PERMIT: CB 00 BLDG PERMIT -MEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ PRCO O1 1/30/14 MR BLDG, PRE -POUR CONCRETE TIME: 08:00 1/30/14 AP Benjamin Brooke, P.E. 713-822-5554 SLAB 01 3/20/14 MR 3/20/14 AP GRPL O1 3/24/14 MR 3 / 2 4 / 1 4 AP SLAB 02 4/01/14 DF 4 / 0 1 / 1 4 DA SLAB 03 --4/04/14— —DM�_ PRE POUR INSP PASSED PER MARIO RAMOS. BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 RECEIVED 3/20/14 0 7:44 BELL FOOTING MARCOS 713-204-6629 BELL FOOTING INSP PASSED PER MARIO RAMOS. PLBG. PLUMBING, GROUND TIME: 08:00 GROUND INSPECTION TONY 281-850-5769 PLUMBING GROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP I5 FOR GROUND AND SEWER. BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 RECEIVED 4/1/14 0 12:50 MARCOS 713 204 6629 PRE POUR POOL BLDG FOUNDATION FAILED PER DENNIS FITCH. INSPECTOR NOTE: WRONG PERMIT. BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 CONCRETE PAD FOR POOL -------------------------------------- COMMENTS AND NOTES ,. 0 Hernandez, Kristen From: Wise, Sandra Sent: Monday, June 09, 2014 3:33 PM To: Hernandez, Kristen Subject: RE: FINAL INSPECTION ON CITY POOL No ma'am we don't need to inspect it Thanks O From: Hernandez, Kristen Sent: Monday, June 09, 2014 2:00 PM To: Wise, Sandra Subject: FINAL INSPECTION ON CITY POOL 10216 HILLRIDGE RD. Our guys are going to do a final inspection on the city pool later this afternoon and Mario requested the fire marshal to be notified as well being that it is a city project. Thanks, Kristen Hernandez Inspections Technician (p) 281-470-5074 (f) 281-470-5005 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 0 o� 44 CITY OF LA PORTE .� 0gi 604 W FAIRMONT PARKWAY I� A LA PORTE, TEXAS m LA PORTE TX 77571 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date ......................... 7/15/2014 Parcel Number .................. 043-148-000-0272 Property Address ............... 10216 HILLRIDGE RD. LA PORTE, TEXAS 77571 Subdivision Name ............. ABST 482 W JONES Legal Description .............. TR 30E Property Zoning ................ RES - LOW DENSITY Owner ............................. CITY OF LA PORTE Contractor ....................... FOLLIS CONSTRUCTION Application Number......... 14-468 Description of Work ........ POOL HOUSE / POOL Construction Type .......... NON-COMBUSTIBLE II Occupancy Type .............. ASSEMBLY Flood Zone ...................... X Approved ....................... D h1L a� Building Offici VOID UNLESS SIGNED BY BUILDING OFFICIAL COMMERCIAL, W & S WORK ORDER# e DATE NEW ADDITION LEGAL DESCRIPTION l ,P- 3D E /`rDsr t/92- PEN PH-4 DATE ADDRESS REQUEST (COPY RECJD FROM ENGR.) Q - I ZONING CLASSIFTCATION FLOOD ZONE (PER ENGINEERING) - ... . . BLDG. PLANS SUBMITTED UTILITY EXT. AGRMT REC'D Y OR N I Z -h'l3 BLDG PLANS REVIEWED BLDG. PERATTRELEASED FOR ISSUANCE PERMIT # FEES PAID WATERFRONT FT' FEES �— SEWER FRONT FT FEES �- WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEEa L ELECTRICAL PERMIT TEMPORARY POWER POLE d PLUMBING PERMIT MECHANICAL PERMIT �— S:\CPSharcVmspectloos\COMMERCUIVSP SEEET.doc A.: � ^ µES � ''I �a C,�Tj0�2� $.� EM T POLE FAXED: CONST ELEV CERT recv'd (if in AEIVE zone) FORM SURVEY (if applicable) GROUND P UMBI,NGQ I "PIERS LAB/F NDATION- 0— WATER SERVICE LINE ELEC U DERGROUND (If applicable) COVER-UP LEAD TEST BRICK TIE DRNEWAY SIDEWALKS FINAL DRAINAGEIGRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" ORMORE ABOVE BFE: (YES) OR (NO) GAS FINAL FAXED: ELECTRIC FINAL FAXED: DTHER (patio, lawn :prinklera, etc.) :INAL F)a 1� _ 7-14—lq Zk--&V0JDA4j &14111( Na -u 0 10 —7-0 e 1� CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 TEMPORARY 30 DAY CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. Issue Date ......................... G19/14 Parcel Number .................. 0431480000272 Property Address ............... 10216 HILLRIDGE RD. LA PORTE. TEXAS 77571 Subdivision Name ............. ABST 482 W JONES Legal Description .............. TR 30E ABST 482 Property Zoning RES - LOW DENSITY Owner ............................. CI'rl' OF LA PORTS Contractor ....................... FOLLIS CONSTRUCTION Application Number......... 14-468 Description of Work ........ SWIMMING POOL / CITY JOB Construction Type .......... NON-COMBUSTIBLE II Occupancy Type .............. ASSEMBLY Flood Zone ...................... X EXPIRATION DATE: 7/30/14 Approved ....................... ?V1 Building Officia�� VOID UNLESS SIGNED BY BUILDING OFFICIAL r' . • City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000468 Date 5/23/14 Property Address . . . . . . 10216 HILLRIDGE RD UB HCAD Number: 043-148-000-0272 Alternate Search Method: Application type description SWIMMING POOL Subdivision Name . . . . ABST 482 W JONES Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY ---------------------------------------------------------------------------- Type of Work swimming pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ CITY OF LAPORTE ------------------------ FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING FOR RESTROOM Permit pin number 460345 Sub Contractor FOLLIS CONSTRUCTION Permit Fee . . . . .00 Issue Date . . . . 5/23/14 Valuation . . . . 0 Expiration Date . . 11/19/14 Qty Unit Charge Per Extension 9.00 .0000 EA PL - FIXTURES/DRAINS/TRAPS .00 1.00 .0000 EA PL - SEWER-NEW,REPAIR,REPLACE .00 1.00 .0000 EA PL - WATER HEATER .00 1.00 .0000 EA PL - WATER PIPE/TREATING EQUIP .00 ---------------------------------------------------------------------------- Special Notes and Comments April 4, 2014 4:26:01 PM lapokrh2. PERMIT NOTES 10216 HILLRIDGE ROAD FAIRMONT POOL HOUSE 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, BID SPECS AND INSPECTIONS. 2. ENGINEERED METAL BUILDING DRAWINGS REQUIRED TO BE SUBMITTED TO THE CITY OF LA PORTE INSPECTIONS DIVISION FOR REVIEW AND APPROVAL PRIOR TO CALLING FOR ANY FRAMING INSPECTIONS. PEMB PLANS ARE REQUIIRED TO BE SEALED BY A TEXAS LICENSED ENGINEER. 3. CONTRACTOR IS REQUIRED TO PROVIDE COM CHECK ENERGY CODE WORKSHEETS PRIOR TO CALLING FOR ANY COVER INSPECTIONS. 4. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 5. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS • City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 14-00000468 Date 5/23/14 ---------------------------------------------------------------------------- Special Notes and Comments (TAS) . 6. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. 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. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------------------------------- ----------------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 Siqnature 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 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000468 Date 4/17/14 Property Address . . . . . . 10216 HILLRIDGE RD UB HCAD Number: 043-148-000-0272 Alternate Search Method: Application type description SWIMMING POOL Subdivision Name . . . . . . ABST 482 W JONES Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY ---------------------------------------------------------------------------- Type of work swimming pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ CITY OF LAPORTE ------------------------ FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . FAIRMONT POOL BUILDING Permit pin number 457762 Sub Contractor FOLLIS CONSTRUCTION Permit Fee . . . . .00 Issue Date . . . . 4/17/14 Valuation . . . . 0 Expiration Date . . 10/14/14 Qty Unit Charge Per Extension 1.00 .0000 EA EL - OUTLETS,SWITCHES (1ST 5) .00 46.00 .0000 EA EL - OUTLETS, SWITCHES (OTHER) .00 1.00 .0000 EA EL - WATER HEATER .00 1.00 .0000 EA EL - NEW ML&S/TCI .00 1.00 .0000 EA EL - REPAIR/REPLACE/RECONNECT .00 2.00 .0000 EA EL - 1/2 HP AND UP TO 10 HP .00 ---------------------------------------------------------------------------- Special Notes and Comments April 4, 2014 4:26:01 PM lapokrh2. PERMIT NOTES 10216 HILLRIDGE ROAD FAIRMONT POOL HOUSE 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, BID SPECS AND INSPECTIONS. 2. ENGINEERED METAL BUILDING DRAWINGS REQUIRED TO BE SUBMITTED TO THE CITY OF LA PORTE INSPECTIONS DIVISION FOR REVIEW AND APPROVAL PRIOR TO CALLING FOR ANY • City of La Porte • 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 14-00000468 Date 4/17/14 ---------------------------------------------------------------------------- Special Notes and Comments FRAMING INSPECTIONS. PEMB PLANS ARE REQUIIRED TO BE SEALED BY A TEXAS LICENSED ENGINEER. 3. CONTRACTOR IS REQUIRED TO PROVIDE COM CHECK ENERGY CODE WORKSHEETS PRIOR TO CALLING FOR ANY COVER INSPECTIONS. 4. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. S. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) . 6. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. 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. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 -- ------- ---- - - - --- - - ------ J--=?------------- y,/7 Signature of Contractor or Authorized Agent Date Approve ff— ng Oicial or Auth riz nt Date • reisr,,N • City of W Porte Planning& Development Department Phone: 281.470.5073 604 W. Fairmont Pkwy. P p Fax: 281.470.5005 La Porte, TX 77571 ELECTRICAL PERMIT APPLICATION www.laportetx.gov 1. PROJECT INFORMATION: / / �j DATE OF SUBMITTAI: IOZI(� D(o,- � L�r n(. 77-01 PROJECT ADDRESS (If existing): rNlt•(h DESCRIBE WORK:CJwl�lRR�glR�tN�jt7 STAND ALONE PERMIT?: YES gtLll NO(PROVIDE BUILDING PERMIT NUMBER): � r6yl/t/C/`t62C F • F PERMIT ISSUE FEE $7.50 1 -$7.50 Outlets, Fixtures, Lights & Switches First Five = Flat Fee $3.00 Outlets, Fixtures, Lights & Switches(Additional over First Five $0.60/Ea. b 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. Meter Loop & Service (includes temp. cut -in) $15.00/Ea. / .�— ••Temporary Saw Pole (T-Pole) $15.00/Ea. Reconnection of Service $15.00/Ea. Electric Welder $2,00/Ea. Motor (less than 1/2 h) S1.50/Ea. Motor (1/2 hp to less than 10 hp)152.50/Ea. Motor (10 hp to less than 50 hp) - $3.SO/Ea. Motor (SO hp and above) $4.50/Ea. 2. PROPERTY OWNER CONTACT INFFOOR(�Mry. ATION: -7 G/ � t - OWNER'SNAME: ' "� /PH,SOINE: }- MAILING ADDRESS: _(/L! EMAIL: 3. CONTRACTOR/AGENT: Q'HOMEOWNER .iscoNTRACTOR _II//'I`` /,.t��[-F�p1', ,�J lg�6TewTP-I 'l & AGENT/ CONTRAL70R COIMMPANY: /+1LLb-s. PHONE 1: Z- I ! I w0 ( PHONE 2: E.MAJL: �f FAX K: 2fi `-71 - 601 n^` ,, /' ''') MAIUNG ADDRESS: / /I �I' //� _ - / -7 / ( CONTACT PERSON'S NAME: ryKQ4 PHONE: 4. APPLICATION CH CKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): of Homeowner is Contractor, COMPLETE ITEMS I THRU 4 OF PERMIT APPLICATION mustfurnish notarized NOTES TO APPLICANT: Homestead Affidavit • NOT A VALID PERMIT UNTIL OW NERFCONTRACTOR Is NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE REQUIREM ENTS MUST BE CURRENT WITH STATE OF TExAS B CRY OF LA PORTE • TO REGISTER. SUBMIT CURRENT MASTER LICENSE &INSURANCE (WITH CiTYNAME& ADDRESS AS CERTIFICATE HOLDER). NOFEEREQUIRED. • REINSPECTION FEE • S35.00 • ••T-POLES MUST BE PERMITTED UNDER SEPARATE APPLICATION UNLESS SAME ELECTRICAL COMPACTOR IS PERMITTING BOTH T-POLE&R MAINING'E WORK �,..11 II STWC/ V-1&L-L'VYY}*1 APPLICANT PRINTED NAME: APPLICANT SIGNATURE: )FOR STAFF USE ONLY)- Approved for Issuance By: Dote: PERMIT NO.: Total Permit Fees • City of La Porte • 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000468 Date 4/04/14 Property Address . . . . . . 10216 HILLRIDGE RD UB HCAD Number: 043-148-000-0272 Alternate Search Method: Application type description SWIMMING POOL Subdivision Name . . . . . . ABST 482 W JONES Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 260000 ---------------------------------------------------------------------------- Type of Work swimming pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ CITY OF LAPORTE ------------------------ FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -POOL Additional desc . . SWIMMING POOL/CITY JOB Permit pin number . 456707 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 4/04/14 Valuation . . . . 260000 Expiration Date . . 10/01/14 ---------------------------------------------------------------------------- Special Notes and Comments April 4, 2014 4:26:01 PM lapokrh2. PERMIT NOTES 10216 HILLRIDGE ROAD FAIRMONT POOL HOUSE 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, BID SPECS AND INSPECTIONS. 2. ENGINEERED METAL BUILDING DRAWINGS REQUIRED TO BE SUBMITTED TO THE CITY OF LA PORTE INSPECTIONS DIVISION FOR REVIEW AND APPROVAL PRIOR TO CALLING FOR ANY FRAMING INSPECTIONS. PEMB PLANS ARE REQUIIRED TO BE SEALED BY A TEXAS LICENSED ENGINEER. 3. CONTRACTOR IS REQUIRED TO PROVIDE COM • City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION ****BUILDING PERMIT**** 49 LINE:(281) 470-5130 ------------------------------------------------------------------ Page annlirration Number . . . . . 14-00000468 Date Special Notes and Comments CHECK ENERGY CODE WORKSHEETS PRIOR TO CALLING FOR ANY COVER INSPECTIONS. 4. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 5. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 6. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. 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. 2 4/04/14 ---------------------------------------------------------------------------- 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 MA "NJ (SIGNATUiB OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED DATE Received Received /A APR 0 4 2014 APR It ago city of la rte ,q • 4• I(15 Ctions Division I Sections D)VISIO9hone:281.470.5073 soave. Falrmo kvry. Plannin��ylWV9lef rent DepartmeniCity of la Porte fax: 261.470.5005 La Porte, Tx 77571 BUILDING PERMIT APPLICATION www.laportetx.gov 1. PROJECT INFORMATION: / /_ yJ n�% �J DATE OF SUBMITTAL: PROJECT ADDRESS IH editing): rO�I{/J /7C-�l & &IV LA&2? :X 7757/ HCAD PARCEL NO(s)13digh Tex ID(s): 1.1 We 6 03 lq8 2-7 � i DPERTY LEGAL DESCRIPTION: 13IRRIGA71ON OSIGN 13FENCE W`POOL OOTHER: DESCRIBEWORK: J�/J BUILDING USE: 9WA iO//J�aL NO.OF STORIES: TOTAL SIX FOOTAGE: PROJECT VALUATION: 2. PROPERTY OWNER CONTACT INFORMATION: fJ OWNER'S NAME: riL,/I/7 PHONE:y�/--/4 E0 r249-70 MAIUNGADDRESS: G//¢W r�JGIV//YV/ ��•�'/e�_1 /�71 E-MAIL: 3. CONTRACTOR/AGENT: AGENT /C PHONE E-MAIL: 0 •HOMEOWNER IS CONTRACTOR MAIUNGADDRA',V:///Ar/W//�"J.e///CONTACT PERSOWS NAME:/✓-Feel•/77�f•s�.'s�i�� / �X� / 4. APPLICATION CHECKLIST a SUPPORTING DOCUMENTATION (Check applicable boxes): eif Homeowner is Contractor, O COMPLETE ITEMS 1-4 OF PERMIT APPLICATION must fumish notarized 13SUBMIT TWO (2) COMPLETE SETS (HAROCOPIES) OF CONSTRUCTION PLANS FOR REVIEW Homestead Affidavit 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME A ADDRESS AS CERTIFICATE HOLDER 3• NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPIICABLE FEES ARE PAID IN FU�, APPLICANTPRINTED APPLICANT (STAFF USE ONLY): Occupancy Type:C)/,1:.,dnst•Type: FloodZ0 :i(A&UseZone(ZoningDistrict):P— CE7:�0 Taxes?: Q� FEES: PERMIT FEE: $�C I T -1 1-r`+S� l W po .rPLAN CHECK FEE: $ U cit +-j RESIDENTIAL DRIVEWAY TIE-IN FEE: $ N A PARKLAND & ZONE FEE: N A Special conditions: _oQ.JA- S fae r — QMust` co-mplete all work and PaPamClty Impectlon within 10 days of permit Issuance to owid further Code Enforcement Action �t CMAI�- PI�.M SM. rr PERMITAPPROVAL: Fire marshal (CommerclolOnly): /�. 'C, C.M. Date:�� n Y�fAf �LAppJrovedfor Issuance by: - Dote:_Q4 PERMIT NO. PERMIT NOTES 10216 HILLRIDGE ROAD FAIRMONT POOL HOUSE 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, BID SPECS AND INSPECTIONS. 2. ENGINEERED METAL BUILDING DRAWINGS REQUIRED TO BE SUBMITTED TO THE CITY OF LA PORTE INSPECTIONS DIVISION FOR REVIEW AND APPROVAL PRIOR TO CALLING FOR ANY FRAMING INSPECTIONS. PEMB PLANS ARE REQUIIRED TO BE SEALED BY A TEXAS LICENSED ENGINEER. 3. CONTRACTOR IS REQUIRED TO PROVIDE COM - CHECK ENERGY CODE WORKSHEETS PRIOR TO CALLING FOR ANY COVER INSPECTIONS. 4. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 5. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 6. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES TY COPY IN THE FIELD. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY 18 REQUIRED PRIOR TO THE CHANGE OCCURING 12.06.13 Fairmont Pool Building 10216 Hillridge Rd. La Porte, TX 77571 Provide labor and materials for the construction of the proposed Fairmont Pool Building (1,660 sf.) & Pump Building (320 sf.) at 10216 Hillridge'Rd., La Porte, TX. CITY COPY FS�A /YM 1_ J6-7-01L1 F; r M V 26 30 IF THE APPROVED 3 p�AN ARE MODIFIED, A NEW PLASUBNS TO THE CITYIS REQUIRED PRIOR TO THE CHANGE OOCURIHG ePF r 'v;- r E El ' Mirlimum six-inch (6") stud walls shall be required where drain, waste & vent plumbing is installed. Page 1 of 10 Fairmont Pool Building Items to be bid and or Specifications The work includes but is not necessarily limited to the following and items to be done in conjunction with items described below. All phases of construction to be done in accordance with industry standards and I.1 Design Codes. Also refer to drawings dated _/_/2013 (Cover Sheet, S-I, A-1, A-2, E-I,I17-1, M-I, & P-1): 1.0 General 2.0 Site work 3.0 Cast and Place Concrete 4.0 Building 5.0 Insulation - Reference specifications on sheet A-1. 6.0 CMU Walls - Reference specifications on sheet A -I & A-2. 7.0 Walk doors - Reference specifications on ;sheet A-1 & A-2 8.0 Windows - Reference specifications sheetlA-I. 9.0 High security roll down shutters - Refere Ice specifications on sheet A-1. 12.0. Mechanical - Reference specifications on sheet M-1. i 13.0 Electrical - Reference specifications sheet Ion E-I. 14.0 Plumbing - Reference specifications on shIeet P-I. i 15.0 Painting - Reference specifications on sheet A-1. 16.0 Restroom partitions - Reference specifications on sheet P-I 17.0 Restroom accessories (soap dispensers, paper towel dispensers, toilet paper dispensers, & mirrors) - Reference specifications on sheet P-1. i 18.0 Flooring - Euclid super diamond clear on a slick trowel concrete finish, applied per manufacturer's specifications. 19.0 Any other items indicated on drawings to provide a complete job. CITY COPY Page 2 of 10 1.0 General 1.1 All work to be in conformance with: 2012 International Building Codes (IBC), 2012 International Energy Code Conservation Code (IECC), 2012 Uniform Mechanical Code (UMC), 2012 Uniform Plumbing Code (UPC), 2011 National Electrical Code (NEC), 2003 International Fire Code (IFC) 2012 Texas Accessibility Standards, including all local amendments. 1.2 Disposal of excess and waste materials: Removal from City's property, remove waste materials, trash, debris, and dispose of it off City's property. Except for soil and scrapings excavated from site. These are to be placed on site, per City's representative. 1.3 Delivery, Storage, and Handling: Store products in manufacturer's unopened packaging until ready for installation. No long term. 1.4 Project Conditions: Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.5 Warranty: At project closeout, provide to City or City's Representative an executed copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions., and exclusions from coverage, not less than one year. 1.6 Permits: Contractor to obtain all applicable permits, including but not limited to City of La Porte. The City of La Porte permits are required at no cost to contractors. 1.7 Testing: Testing needs to be performed by The City of La Porte's designated testing laboratories at The City of La Porte's expense, such as Proctor, compaction testing, concrete, etc., and any other testing deemed necessary by The City of La Porte. Any retesting will be at the contractor's expense. 1.8 To the best of our knowledge, the plans are drawn to comply with all applicable codes. All reasonable attempts have been made in the preparation of the drawings and specifications to avoid mistakes. Contractor shall verify all dimensions, details, and specifications before construction begins. 2.0 Sitework 2.1 Project Conditions: A. Existing Utilities: Locate existing underground utilities in areas of excavation work. If utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations. 1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult City Page 3 of 10 P representative immediately for directions. Cooperate with City and utility companies in keeping respective services and facilities in operation. 2. Do not interrupt existing utilities serving facilities, except when permitted in writing by City of La Porte. 2.2 Structural Fill and Subgrade Preparation: A. The site should be stripped to suitable depth to remove any top soil and miscellaneous fill material. The exposed subgrade surface then should be proof -rolled. All soft or loose soils should be removed and replaces with select fill materials. B. The natural subgrade should be scarified to a minimum depth of six (6) inches. The scarified soils should them be recompacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor Density Test (ASTM - D698). The moisture content should range - 1% to +3% of optimum moisture. C. Structural Select fill used to elevate the grade should consist of a clean Sandy Clay with Liquid Limit less than 35 and if Plasticity Index (P.1.) between 10 and 20. D. The Structural Select fill material should be placed.in maximum of eight (8) inch loose lift and compacted to a minimum of 95 percent of the maximum dry density as per ASTM D-698. The moisture content should be with -1% to +3% of optimum moisture. E. A bedding layer of leveling sand, a maximum of two (2) inches thick may be placed immediately beneath the floor slab. A vapor barrier consisting of six (6) mil plastic sheeting should be placed over the sand cushion to prevent water migration through the concrete slab. The excavations for the grade beam should be clear and free of any loose materials prior to concrete placement. F. In cut areas, the soils should be excavated to grade and the surface soils proofrolled and scarfed to a minimum depth of six inches and recompacted to the previously mentioned density test at the time of construction. G. The upper twenty four (24) inches of select fill soil should not be extended beyond the building line, however should be capped with on site high plastic clay soils in order to retard any water seepage into subgrade soils. 2.3 Surface Drainage: Surface water to be directed away from the foundation soils (use a minimum of 2% with 10 feet away of foundation). No ponding of surface water allowed near the structure. The following drainage precaution should be observed during construction and at all times after the structure has been completed. A. Back fill around the structure should be a cohesive soil material which should be moistened and compacted to at least ninety (90) percent of standard proctor density. Any cohesionless soil material accumulated around the perimeter of the structure during construction should be Page 4 of 10 0 removed and not allowed to be mixed with or covered by the backfill material. 2.4 Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding areas. A. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of sub -grades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. B. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or runoff areas. 2.5 Placement of Excavated Materials: Stockpile excavated materials for backfill and fill on site. Contractor responsible for placement of excavated materials away from excavation. 2.6 Excavation for structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and extending a sufficient distance from footing and foundations to permit placing and removal of concrete formwork, installation of services, and other construction and for inspection. A. Excavations for footings and foundations: Do not disturb bottom of excavation. Trim bottoms to required lines and grades to leave solid base to receive other work. 2.7 Backfill and fill: A. General: Place soil material in layers to required sub -grade elevations, for each area, using materials specified in this Section. 1. Under building slabs, use fill material. a. Do not backfill trenches until test and inspections have been made and backfilling is authorized by City of La Porte. Use care in backfilling to avoid damage or displacement of pipe systems. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Acceptance of construction below finish grade where applicable. 2. Inspection, testing, approval, and recording locations of underground utilities have been performed and recorded. 3. Removal of concrete formwork. 4. Removal of trash and debris from excavation. 2.8 Placement and Compaction: A. Moisture Control: Where sub -grade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of sub -grade or layer of soil material. Apply water in minimum quantity as necessary to prevent free CITYPage S of 10 copy water from appearing on surface during or subsequent to compaction operations. 1. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. 2. Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. 2.9 Grading A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specific tolerances, compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades. B. Grading Outside Building Lines: Grade area adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes and as follows: 1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10 foot above or below required sub - grade elevations. 2. Pavements: Shape surface of areas under pavement to line, grade, and cross-section, with finish surface not more than 1/2 inch above or below required sub -grade elevation. C. Grading surface of fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1 /2 inch when tested with a 10-foot straightedge. 3.0 Cast and Place Concrete 3.1 1,660 sq. ft. Pool Building & 320 sq. ft. Pump Building foundation. 3.2. Concrete sidewalks 3.3 This specification designates the requirements for concrete, complete to the lines and grades shown on the plans. The thickness of the concrete and required preparation of sub grade shall be as shown on the plans. Reinforcing steel shall be as shown on the plans. 3.4 Placing of concrete: The concrete shall be placed on a sub -grade in a manner that will require a minimum of re -handling. Workmen will not be permitted to walk in the concrete with earth or foreign materials on their boots. Concrete must be placed within 60 minutes of final mixing. Concrete shall not be placed before the time of sunrise or later than the time that will permit finishing all placed concrete during sufficient natural light. `k!rU Page 6 of 10 COPY 3.5 Opening Concrete to Traffic: The concrete shall be closed to all traffic, including those of the Contractor, until the concrete is at least seven(7) days old. 4.0 Pre Engineered Metal Building 4.1 In conformance with: A. AISC- American Institute of Steel Construction B. AISA - American Iron and Steel Institute C. ASTM A792 - Standard Specifications for Steel Sheet, 55 Percent Aluminum -Zinc Alloy -Coated by the Hot -Dip Process. D. ASTM A992 - Standard Specifications for Structural Steel Shapes. E. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Skylights, & Doors. F. MBMA - Metal Building Manufacturer's Association G. LGS[ - Light Gauge Steel Institute. 4.2 Definitions: A. Traditional Metal Building System: A building system that will use either continuous or simple span "Z" purlins for support of the roof covering material. B. Hip Roof Slope: A hip roof sloped framed building consisting of straight columns and tapered or straight rafters. C. Roof slope: Pitch expressed as inches of rise for each 12" of horizontal run. D. Building width: Measured from outside to outside of sidewall secondary structural member. E. Building Eave Height: A nominal dimension measured from the finished floor to top flange of eave strut. F. Building length: Measured from outside to outside of endwall secondary structural member. G. Dead load: The actual weight of the building system supported by a given number. H. Roof live loads: Loads produced by maintenance activities, rain, erection activities, and other movable or moving loads but not including wind, snow, seismic, crane or dead loads. 1. Roof Snow loads: Gravity load induced by the weight of snow or ice on the roof, assumed to act on the horizontal projection of the roof. J. Seismic loads: Loads acting in any direction on a structural system due to the action of an earthquake. K. Wind loads: The loads on a structure induced by the forces of wind blowing from any horizontal direction. L. Collateral loads: The weight of any non moving equipment or material such as ceilings, electrical equipment, lighting, plumbing, etc. 4.3 1,660 Sq. Ft. pre-engineered metal building. Bidder to design pre- engineered metal building to the minimum codes as required by the City of La Porte and specifications below, and per sheet A -I . Page 7 of 10 4.4 Type and Size Hip slope with a 24" overhang. Four on Twelve roof slope. Width: 30' Length : 55'4" Eave Height: 10' -9" 4.5 Design Loads Live Load 20 Ibs, not reducible. Wind Load 140 mph. Category -II Building Building code 2012 IBC Building Code. Collateral load 3 lbs. per Sq. Ft. Storm exposure "C". Deflection Purlin U240. Wind column U240. Frame lateral H/120. Frame vertical U240. 4.6 Bracing Wall X-bracing not allowed. Bracing to be achieved with portal frame or fixed base columns. 4.7 Roof profile 26 gauge, 36"w x 1 1/4"h with primary ribs 12" on center, factory painted Galvalume with a minimum 20 year limited finish. warranty. Galvalume panels are in conformance with ASTM A792, grade 80 30 year , coating class AZ55. 4.8 Flashing; metal closures, trim and other miscellaneous uses shall be 26 gauge steel factory painted. 4.9 Sealant for roof side laps, end laps, and flashing shall be gray, pressure sensitive, 100 percent solids, butyl based continuous tape. Width of the tape sealant shall be a minimum 1" while the thickness shall be a minimum 3/32". 4.10 Fasteners: A. Thru sheet screws: #12-14 x 1 1/4 inch (32mm) stainless steel, self drilling with sealing washer. B. Stitch screws: 1/4 - 14 x 7/8 inch (22mm) Lap Tek stainless steel, self -drilling with sealing. 4.11 Primary framing & Secondary framing: A. Hot dipped galvanized in accordance to ASTM A123 B. Steel for built-up sections must conform to the requirements of ASTM A 1011, A 529, A 572, or A 36 as applicable, with minimum yield of 42, 46, 50, or 55 ksi as indicated by the design requirements. C. All hot rolled structural shapes used in building fabrications shall conform to ASTH A36 or A992 with a minimum yield of 30 or 50 ksi. Page 8 of i0 D. Roof x-bracing as required will conform to ASTM A 36 for rod and angle bracing or ASTM A 475 for cable bracing. E. All Secondary members - min. Gauge: 12 - 0.105 inches (2.67 mm). 4.12 Accessories A. Pipe flashing: Aluminum base with EPDM boot. The base flange must bend to form a seal with surface irregularities or roof pitch. 4.13 Fabrication: A. General 1. Shop fabricate all framing member for bolted assembly. The surfaces of the bolted connections must be smooth and free from burrs or distortions. 2. Shop connections must conform to the manufacturer's standard design practices as defined in this section. Certification of welder qualifications will be furnished to the City 10 days prior to fabrication. 3. All framing members must carry and identifying mark. B. Primary Framing: 1. Plates, Stiffeners and Related Members: Factory weld base plates, splice plates, cap plates, and stiffeners into place on the structural members. 2. Bolt holes and related machining: Shop fabricate base plates, splices and flanges to include bolt connection holes. Shop fabricate webs to include bracing holes. 3. Secondary structural connections (purlins) to be ordinary bolted connections, which may include welded clips. 4. Manufacturer is responsible for all welding inspection in accordance with the manufactures' AISC - MB category and IAS certifications. Special inspections by the City may be done in the manufacturer's facility. 4.14 Submittals: A. Product Data: Manufacturer's data sheet on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings: Provide complete erection drawings for the proper identification and assembly of all building components. Drawings will show anchor bolts settings, transverse cross -sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. C. Selection samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. D. Certifications: Shop drawings and design analysis shall bear the State of Texas seal of a registered professional engineer. Design analysis shall be furnished by manufacturer 10 days prior to fabrication and approved by Cit CITY Y. COPYPage 9 of 10 0 E. Bill of Materials: Bill of materials shall be furnished and shall include items weights, if requested. , F. Welder's Certifications: Certification of welder qualifications shall be furnished to the city. 4.15 Quality Assurance A. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single AISC - MB category certified Manufacturer/Fabricator with a minimum of (10) years experience. B. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single IAS certified Manufacturer/Fabricator with a minimum of five (5) years experience. C. Erector Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified. D. Design: Standard drawings and design analysis must bear the State of Texas seal of an registered professional engineer upon request from City. Design analysis must be on file and famished by manufacturer 10 days prior to fabrication. CITY COPY Page 10 of 10 Manager, Dwayne From: Menager, Dwayne Sent: Friday, April 04, 2014 1:26 PM To: McPhail, Reagan Cc: Tietjens, Tim; Barr, Stephen; Bradley, Scott; Huber, Mark; Ramos, Mario; Fitch, Dennis Subject: RE: Fairmont Swimmimg Pool Pumphouse Foundation Reagan, Mario will make the foundation inspection this afternoon. I will be going thru the plans this afternoon and tying up the loose ends. 1 see the TDLR project registration k on the plans but have not found anything on the COM—Check energy code worksheets someone will have to be responsible for these and then the final energy code certificate before the final inspections. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 From: McPhail, Reagan Sent: Friday, April 04, 2014 12:53 PM To: Menager, Dwayne Cc: Tietjens, Tim; Barr, Stephen; Bradley, Scott Subject: Fairmont Swimmimg Pool Pumphouse Foundation Hey Dwayne, I realize this is out of the ordinary because of the ball being dropped with securing the building permit..................It's my understanding your items during the pre -bid plan review were addressed ...................This project is on a strict timeline along with another round of bad weather being proposed for late Saturday, I am asking you guys to come out this afternoon to inspect the pumphouse foundation. If all goes well the contractor should be able to complete the foundation ahead of tomorrow's front, otherwise the risk is to lose the slab and more importantly time. I appreciate any help in resolving our dilemma. Reagan CITY COPY • Property Description Inquiry Location ID: HCAD Norther: Alternate Search Method: Location address: Primary related party: 1e2 e J oR Y ExN Cancel Address Related — t 9 4 B J 32632 043146-0OOW2 10216 HILLRIDGE RD US CLP CITY OF LAPORTE CITY■ COPY Menager, Dwayne From: McPhail, Reagan Sent: Friday, April 04, 2014 10:47 AM To: Manager, Dwayne Cc: Barr, Stephen Subject: Fairmont Poolhouse - Site Plan Dwayne, The new proposed poolhouse and pump house replace the existing structures basically in the same location. An in- house topographical survey was made of the site and for all practical purposes should most likely suffice as our site plan. There are no set back issues being the existing pool area is well within the park property. Give me a call if you have any additional concerns. Reagan CITY COPY Menager, Dwayne From: Meekins, Clif Sent: Friday, April 04, 2014 11:23 AM To: Menager, Dwayne Subject: Poolhouse I do not need to see the plans for the Poolhouse thank you Clif Meekins Fire Marshal, City of La Porte 120 South 2nd Street La Porte, Texas 77571 Office: 281-867-4603 Fax: 281-867-4629 This e-mail and any documents transmitted are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender immediately. This message may contain Law Enforcement sensitive and/or confidential information. If you are not the named addressee you should not disseminate, distribute or copy this e-mail and you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. 1 COMMERCIAL PLAN REV f_EW NOTES 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease space/building. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings. 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17: -- Effective March 10,-2007, all electrical _devices_(including..but.not.limited. to.outlets and.,.,._._. _._.._._. switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. CITY SACPShucUNSPEMON DIVISIOMInspectionACOMMERCIAL PLAN REVIEW NOTES.doc 52011 COPY r� I IT APPLICABLE CODES Adopted May 13, 2013; Effective July 15, 2013: 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 UNIFORM MECHANICAL CODE (UMC) 2012 UNIFORM PLUMBING CODE (UPC) Adopted October 24, 2011; Effective December 1, 2011: 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S1CPSharcUNSPEC ION DIVISIONUnspections\Rmidential Construction PackctlAPPLICABLE CODES.doc Rev. 07-2013 PREPARED 5/22/14, 1 3 : 2 5 : 1 2 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 5/22/14 ________________________________________________________________________________________________ ADDRESS 10216 HILLRIDGE RD UB SUBDIV: ABST 482 W JONES CONTRACTOR PATRIOT COURT SYSTEMS PHONE (281) 890-1850 OWNER A?4R'T� PHONE PARCEL 043-14 -OO Q�N2]2 APPL N MBER: 13-00002023 NEW AMUSEMENT, SOCIAL, AND RECREATIONAL PERMI _1TL -PERMIT-NEW COMMERCIAL REQUEST INEP DESCRIPTION \��• TYP/SO COMP LE ED RESULT RESULTS/COMMENTS C ___________________________________________________________ ` PRCO O1 1/30 14 MR BLDG, PRE -POUR CONCRETE TIME: O8:00 \` 1/30 14 AP Benjamin Brooke, P.E. 713-022-5554 PRE POUR INSP PASSED PER MARIO RAMOS. SLAB O1 3/20 14 MR BLDG, SLAB/FOUNDATION/PIERS TIME: O8:00 v �` 1/20 14 AP RECEIVED 3/20/14 O 794 �\ BELL FOOTING ` MARCOS 713-204-6629 BELL FOOTING INSP PASSED PER MARIO RAMOS. iii� GRPL O1 3/24/1 MR PLED, PLUMBING, GROUND TIME: OB00 �\ 3 /29/14 AP GROUND INSPECTION ` T ONY 2E1-850-5769 PLUMBING GROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR GROUND AND SEWER. SLAB 02 4/01/14 SOP 4/I1/14 jl,A SLAB 03 4/04/14 4 /04/14 ELFI O1 5/22/14 ---------- --------------------- ON AP BLDG, SLAB/FOUNDATION/PIERS RECEIVED 4/1/14 O 1250 TIME: 13:00 ryCC// MARCOS 713 204 6629 PRE POUR POOL BLDG FOUNDATION FAILED PER DENNIS FITCH. V INSPECTOR NOTE: WRONG PERMIT. BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 CONCRETE PAD FOR POOL concrete pad insp passed per mario ramos. I actor note: this is for the pool pump pad. FIN ELECTRICAL TIME: 13:00 j////� MARCOS -204-6629 //I - .—wG / ✓IId/.� ------ COMMENTS AND _N_OrE3-�---------------N -----�� A 724,40 � 0 /— 9 0� 4� a y8 �y REQUEST FOR TEMPORARY UTILITILES DATE: TO: BUILDING OFFICIAL CITY OF LA PORTE LA PORTE, TX 77571 SUBJECT: THE USE OF TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES AND TESTING OF EQUIPMENT AT J D BUILDING PERMIT NUMBE j, OWNER AS GENERAL CONTRACTOR I, � a/- zocc V Yam, F [(6j(. , AS ELECTRICAL CONTRACTOR request the use of temporary utilities for construction and the testing of equipment, I understand that this in no way gives me permission to occupy or use for storage purposes,any building or portion thereof unless permits on the building or portion to be occupied had been inspected, approved, and a Certificate of Occupancy issued. We further understand that the temporary utilities may be disconnected for any violation of the Code. The General Contractor and owner assume the responsibility for any violation of any city ordinance by the sub -contractor. Temporary electrical permits are in force for 3 months (90 days). If more time is required to complete the building, a new application shall be submitted by a licensed electrical contractor and be accompanied by the temporary electrical permit fee. The undersigned hereby agrees to indemnify and hold forever harmless the City of La Porte, its officers, and employees from any and all claims or causes of action alleged to have been caused directly or indirectly by the temporary use of utilities for which this application is made. I also understand that this request will not be issued until all permits required for the building have been issued. I hereby agree to abide by all provisions of the Electrical Code.