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1508 LOMAX SCHOOL RD UB_14-1342___________
In�taals Phon"e A'��1e 1,� v cG�i� f ►�-Z'� �( 2- 2 Clobi 4 0 10 11 12 13 U 15 Received Log Over the counter WhatReceted S�FS FZo'� _. tions/ Received Log Over the Counter cN. ,o! na- Insoections Division/ Inspec Fitch, Dennis From: Wise, Sandra Sent: Thursday, January 02, 2014 10:54 AM To: Pena, Maria; Tschappatt, Vickie; Capstin, Krystle; Hernandez, Kristen; Fitch, Dennis; Ramos, Mario; Menager, Dwayne; Huber, Mark Subject: 1508 Lomax School Rd FM Insp passed for Final Bldg and Final FA on 1/2/13 1508 Lomax School Rd Thank you, Sad" Ulm Seardany w AFe 7eW U414Ad 125 S 3rd 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. I COMMERCIAL W & S WORK ORDER# DATE NEW/ ADDITION n E` ec/-riA.uM-GS1� STLt-v`d� LEGAL DE�S1C-+RIPTION 772-5. 3 �g F � �o � za- Plk& OWNER n�-a. PH# CONTRACTOR+' PIi# 47 d - Sd DATE LL 9 -/6 -1q -/y WATER FRONT FT. FEES SEWER FRONT FT FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL PERMIT . TEMPORARY POWER POLE PLUMPING PERMIT MTECHANICAL PERMIT S:\CPShaI'e\fnspccfions\COhO'fERCLALINSP SHEELdoc ADDRESS REQUEST (COPY RECID FROM ENGR.) ZONING CLASSIFICATION FLOOD -ZONE (PER -ENGINEERING).. - ::...... BLDG. PLANS SUBMITTED UTILITY EXT. AGRMT REC'D Y OR N BLDG PLANS REVIEWED BLDG. PERAIT RELEASED FOR ISSUANCE PERMIT # FEES PAID INSPECTION ' DATE YOU IN S�REC, REMARKS FAXED: T POLE CONST ELEV CERT recv'd (if in AE/VE zone) FORM SURVEY (If applicable) GROUND PLUMBING PIERS SLAB/FOUNDATION WATER SERVICE LINE SEkNtER ELEC UNDERGROUND (if applicable) COVER-UP LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS 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) FAXED: GAS FINAL FAXED: ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) FINAL 0 - Final Inspection Check Sheet f Commercial Date: �7 - 3 1— 1 Z Project Address: .4- i U a 1— o' /►U4, Contractor Name_ r11,5 Project Name: File Review Ws 1-9 - - - ood�lain I�l�vatiomG-ert=ificate=�if� applicable.)=in=fi=le, omL-�Su����if-appiieabj�)=i�frle� 4. Customer Service Inspection Certificate in file &-�=rigation)--i nfrY 6. Energy Code final certificate in file Fare-Marshal-building-release-in-flle_ l/ 8. All-required-permitsin-file� 7-9. All -inspections -on -log -complete Field Review Ws 10-17 v 10. Address # visible from street cp1an==o 13- er=i€y an-3L-required= ire—�parati02-w_a�— .placexand mquirGd=rraxing, 14. Drainage as per site plan 15. T-Pole removed nl 16-Fenee-cif-applicalTlE)-hrcomplrance -_7 T-qndscaping--as=per=siteplan===:o 18. Inspection ticket to identify -if -full -or -tome 30-dar ,,C-O-is-autlior-ized- �' ° `l-Gity-F gi�eer-final-approual-of-SWQP= 1 1 ��� Z-��T �/ - 3 �^r' �'"' Inspector Signature Date SACPShueUNSPEC ION DIVISIONUnspectionsTinel Inspection Check ShedComlPeb2012.doc oT A CITY OF LA PORTE �i 604 W FAIRMONT PARKWAY a JI LA PORTE, TEXAS ~ m LA PORTE TX 77571 V CERTIFICATE OF OCCUPANCY { TEXT'S PERMANENT � / Issue Date ......................... 4/7/2016 Parcel Number .................. 023-140-000-0400 Property Address ............... 1508 LOMAX SCHOOL RD. Subdivision Name ............. LA PORTE OUTLOTS Legal Description .............. TRS 399F & 400 LA PORTE OUTLOTS Property Zoning ................ LLD (LARGE LOT DISTRICT) Owner ............................. CITY OF LA PORTE Contractor ....................... FOLLIS CONSTRUCTION Application Number......... 14-1342 Description of Work ........ ELEVATED ANNOUNCER STAND Construction Type .......... II-B Occupancy Type .............. V Flood Zone ...................... X Approved ....................... Building Official T/�6 VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 ......................... Parcel Number .................. Property Address ............... Subdivision Name ............. Legal Description .............. Property Zoning ............... Owner ............................. Contractor ....................... Application Number......... Description of Work ........ Construction Type .......... Occupancy Type .............. Flood Zone ...................... 01/16/2015 023-140-000-0400 1508 LOMAX SCHOOL RD LA PORTE OUTLOTS TRS 399F & 400 LA PORTE OUTLOTS LLD (LARGE LOT DISCTRICT) CITY OF LA PORTE FOLLIS CONSTRUCTION 141342 ELEVATED ANNOUNCER STAND II-B V X EXPIRATION DATE: 02/ 16/2015 Approved :............ :...... :. . rn QAA-. 44wlg</ Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL ` CITY OF LA PORTE �► i gi 604 W FAIRMONT PARKWAY a LA PORTE, TEXAS LA PORTE TX 77571 TEMPORARY 30 DAY CERTIFICATE OF OCCUPANCY TEAKS z 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 ......................... Parcel Number .................. Property Address ............... Subdivision Name ............. Legal Description .............. Property Zoning ............... Owner............................. Contractor ....................... Application Number......... Description of Work ........ Construction Type .......... Occupancy Type .............. Flood Zone ...................... 12/04/2014 023-140-000-0400 1508 LOMAX SCHOOL RD LA PORTE OUTLOTS TRS 399F & 400 LA PORTE OUTLOTS LLD (LARGE LOT DISTRICT) CITY OF LA PORTE FOLLIS CONSTRUCTION 14-1342 ELEVATED ANNOUNCER STAND II-B V X EXPIRATION DATE: 01-04-2015 Approved ....................... / V rm Building Official -vr VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 ......................... Parcel Number .................. Property Address ............... Subdivision Name ............. Legal Description .............. 12/04/2014 023-140-000-0400 1508 LOMAX SCHOOL RD LA PORTE OUTLOTS TRS 399F & 400 LA PORTE OUTLOTS Property Zoning ............... LLD (LARGE LOT DISTRICT) Owner ............................. CITY OF LA PORTE Contractor ....................... FOLLIS CONSTRUCTION Application Number......... Description of Work ........ Construction Type .......... Occupancy Type .............. Flood Zone ...................... 14-1342 ELEVATED ANNOUNCER STAND EXPIRATION DATE: 01-04-201JJ5 Approved ....................... 1 l p�L Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 7 _ City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Application Number . . . . . 14-00001342 Date 9/16/14 Property Address . . . . . . 1508 LOMAX SCHOOL RD UB HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description ADDN, COMMERCIAL Subdivision Name . . . . . . LA PORTE OUTLOTS `1 Property Use . . . . . . . . LL b C�a Property Zoning . . . . . . � t Application valuation . . . . 28000 DLS11 "G ---------------------------------------------------------------------------- Type of work construct arena elevated announcer stand structure ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE FOLLIS CONSTRUCTION 604 W FAIRMONT PKWY 111 N BROADWAY LA PORTE TX 775716215 LA PORTE TX 77571 (281) 471-6881 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE x ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . ELEVATED ANNOUNCER STAND STRUC Permit pin number . 468322 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 9/16/14 Valuation . . . . 28000 Expiration Date . . 3/15/15 ---------------------------------------------------------------------------- Special Notes and Comments September 16, 2014 4:29:27 PM lapokrh2. COMMERCIAL PERMIT NOTES **CITY PROJECT, FEE WAVED** 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARHAL PLAN REVIEW COMMENTS DATED 8/26/14 3. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 4. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & • City of La Porte • 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Page 2 Application Number . . . . . 14-00001342 Date 9/16/14 ----------------------------------------------------------------------- Special Notes and Comments INSPECTIONS. 5. CONTRACTOR IS REQUIRED TO FURNISH UNDER CONSTRUCTION ELEVATION CERTIFICATE PRIOR TO CALLING IN FOR A FOUNDATION PRE -POUR INSPECTION. 6. 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. 7. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT A SEPARATE FILL DIRT PERMIT IS REQUIRED 8. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 9. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 10. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 11. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 12. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 13. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 14. 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. 15. SEPARETE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 16. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED IND INTERCONNECTED. 17. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 14-00001342 Date 9/16/14 ---------------------------------------------------------------------------- Special Notes and Comments COUNTER TOPS AND BATHROOMS. September 16, 2014 4:33:29 PM lapokrh2. ---------------------------------------------------------------------------- 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 (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED 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 BUILDING PERMIT APPLICATION 4 TION q www.laportetx.gov i l—r 'YDAII WYI UII)A,A4.J 9//L, //tF /Z 3./ 1. PROJECT INFORMATION: DATE OF SUBMITTAL: PROJECT ADDRESS (if existing): 1508 Lomax School Rd HCAD PARCEL NO(s) 13-digit Tax Mill: 1.) 0231400000400 2.) p 3.) PROPERTY LEGAL DESCRIPTION: Tr$ 399F Ot 400 La Porte Outlots a IRRIGATION SIGN FENCE 13POOL IN OTHER: DESCRIBE WORK: Construct Arena Elevated Announcer Stand .Structure BUILDING USE: Announce Arena Events NO. OF STORIES: 2 TOTAL So. FOOTAGE: PROJECT VALUATION: $ $28,000 2. PROPERTY OWNER CONTACT INFORMATION: OWNER'S NAME: City of La Porte 1"le, PHONE: 2814705020 MAILING ADDRESS: 604 Fairmont Vrkwy E-MAIL: mcphailr@llaportetx.gov 3. CONTRACTOR/AGENT: Ft1115 CG YJS-� t Q'HOMEOWNER IS CONTRACTOR AGENT / CONTRACTOR COMPAFIVJ�� PHONE 1: Same PHONE 2: E-MAIL Same FAx p: MAILING ADDRESS: Same CONTACT PERSON'S NAME: Reagan McPhail PHONE: 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): *if Homeowner Is Contractor, O COMPLETE ITEMS I-4 OF PERMIT APPLICATION must furnish notarized O SUBMIT TWO (2) COMPLETE SETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW Homestead Affidavit NOTES TO APPLICANT: 1. CONTRACTOR MUSF 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 ID FULL APPLICANT PRINTED NAME: Reagan McPhail APPLICANT SIGNATURE: ISTAFFUSEONLYI: Occupancy Type: yl Const.Type: Flood Zone: i� Use Zone (Zoning District): L-' CE7: Taxes?: It' FEES: PERMIT FEE: $ PLAN CHECK FEE., $ RESIDENTIAL DRIVEWAY TIE-IN FEE: $ PARKLAND & ZONE FEE: Special Conditions: ® Must complete all work and pass City Inspection within 10 days of Permit Issuance to ovourther Code Enforcement cation PERMITAPPROVAL: Fire Marshal (Commercial Only): A)IA . Date: N/ Approvedfor Issuance by: �/YJ7 0—� - (ma`s T Dote: �Z — 46 PERMIT NO. ,COMMERCIAL PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARHAL PLAN REVIEW COMMENTS IF REQUIRED 3. ALL CONSTRUCTION TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 4. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. S. CONTRACTOR IS REQUIRED TO FURNISH UNDER CONSTRUCTION ELEVATION CERTIFICATE PRIOR TO CALLING IN FOR A FOUNDATION PRE -POUR INSPECTION. 6. 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. 7. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT A SEPARATE FILL DIRT PERMIT IS REQUIRED 8. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 9. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 10. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 11. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 12. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 13. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 14. 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. 15. SEPARETE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 16. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED IND INTERCONNECTED. 17. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS. ICOMMERCIAL PERMIT NOTES; 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARHAL PLAN REVIEW COMMENTS IF REQUIRED 3. ALL CONSTRUCTION TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 4. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 5. CONTRACTOR IS REQUIRED TO FURNISH UNDER CONSTRUCTION ELEVATION CERTIFICATE PRIOR TO CALLING IN FOR A FOUNDATION PRE -POUR INSPECTION. 6. 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. 7. IF ANY FILL DIRT 15 BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT A SEPARATE FILL DIRT PERMIT 15 REQUIRED 8. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 9. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 10. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 11. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 12. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 13. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 14. 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. 15. SEPARETE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 16. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED IND INTERCONNECTED. 17. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS. J 2 12" SPECIFICATIONS: FABRICATED METAL Ii :. � ..; = • }:�;":;::.:;.:, a I � ALL METAL TO BE HOT DIPPED GUARD GALV, FIELD WELDS TO BE COLD GALV, PAINTED. A-36 STEEL F011I$ HANDRAIL GUARD I N 3" DIA. DESIGN CODE: Construction CONCRETE PIPE COL. �. 2012 INTERNATIONAL BUILDING Inc. PLATFORM I SHC 40 CODE. 140 MPH ASCE 7-10 Design/Build General Contractors o NOTE: PRE —FABRICATED 8'X20' 111 N. Broadway C8X13.75 ANNOUNCER STAND NOT La Porte, Tx.77571 p INCLUDED IN THIS DESIGN. Ph. (281)471-6881 CATWALK NOTE Fax(281) 4716038 ALL HANDRAIL TO BE: follisconstruction.com I 3" DIA. 2" X 2" X 3/8" PIPE COL. ANGLE CUSTOMER: SHC 40 CITY OF LA PORTE N 16'-6" 4'-0" I 16'-0" PROJECT: LOMAX PARK I I IMPROVEMENTS ANNOUNCERSSTAND 1 "X2"RECTANGULAR t!ro LOW SOM ROM TUBE 16 GA. a u wxrz, nc mn 2"x2"x3/8" o ANGLE GUARD i r 1-1/4- PIPE WBX24 W8x24 m mo SHC 40 , o Ln tO 6GA. X2"X4" a >' N v v v I I 09 "� PANEL i i -----�- IKCK XPLATE CATWALK ; C17 Y ` `o 6 W&24 a p I C8 x 11.5. DRAWN BY COP �am�o GUARD: END VIEW TYP B6XC 20 L.F. � N.T.S. I ' �', ,{r CHECKEDRAC BY -----------------==-------- ---- ----- - - JMF o _ \ e W8x24 I I i i I �14 scA113 PRE—FAB 8'X20' f............ �....:...� ANCHOR ANNOUNCER STAND iC6X13� I ' � ANNOUNCERS STAND nsuu auu+ y DATE WITH 12" OF WELD AT POINT I I ; W8x241 I I �, 02-10-14 I , FURNISHED AND I Iti % JOB N0 OF CONTACT TYP. (6) I i I DESIGNED BY OTHERS I I ANCHOR ANNOUNCER I I I I I C6X13 ' •.! .. ., 3068N 6" DIA. I«' DRAWING NO I I , PIPE COL. WBx24 Flnrranaea.r 1+ -y-- - ----------....... ------ - ' PLAN VIEW D-1 -------- METAL SPECIFICATIONS: ••••••••••• CBx13.75 SPECIFICATIONS ARE a METAL j I LOCATED ON SHEETS D-7, ......•••.. D-8, D-9. Follls I I 3" DI PIPE . RE: D-1 FOR SPECIFICATIONS Construction 18 TREADS 19 RISERS .......... SHC 40 Inc. I Das'gnBuild •••• General Contractors 16'-6• I•• 4-0" I 16,-0" 111 N. Broadway ' La Porte, Tx.77571 ........... Ph. (281) 471 -Ml j I Fax (281) 471-6038 folliscons W ction.com ............ 3" DIA. I I CUyPOMU; PIPECOL. .••....... CITY OF LA PORTE SHC 40 j........... PROTECT: N CBX13.75 LOMAX PARK I IMPROVEMENTS ......••••; ANNOUNCERSSTAND hoe LMW Stlt00L R010 • ••••• ••••• u aOMEaa¢ nc nsn O O i i < I•••.•... m U' ........... I I Cox 5.4®2' O.C. m Imo I I 7YP. a$ c a a U U U I W8x24 i..... I m x d .......... 7r-- -----f•___ `W8 %24 a a v _ I I I cl Ty Q O o o m i I a to I copy I D RA1fN H o I 7---------------''-----------• ------- -� "—'� - +- _:-"" PRE-FAB 8'X20' -etc aF,� `��� I ' ANNOUNCERS STAND fed Nt t RAC ANCHOR ANNOUNCER STAND WITH 12" OF WELD AT POINT CHECKED BY JMF SCe1.B OF CONTACT TYP. (6) I I I I FURNISHED AND �•, 3/16=1'-0" o to W8x24 W8x24 1 f. l�s,w .. ........ i I DESIGNED BY OTHERS W8x24 _ t ... ; 1�tt•. DATE 02-10-14 JOB NO � � ' ' PIPE COL DRAWING NO FRAMING PLAN DIA. I rtrar ntwe¢nn:wmeo _- _- ----6" _____ __ ___-------_____ - - T- D-2 8'-0• METAL SPECIFICATIONS" METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. Follis Construction Inc. 1-1/2"X1-1/2•X1/4• PRE—FAB 8'X20' Design/Build ANGLE General Contractors ANNOUNCERS _4• 26'-0. 4 EQUAL SPACES STAND r 111 N.Broadway FURNISHED AND La Porte, Tx.77571 DESIGNED BY Ph•(281) 471-6881 OTHERS Fax (281)4716038 follisconstruction.com ;o CUSTOMER' TOP I SqA� CITY OF LA PORTE PROJECT: WBx24 6GA. 4X 2' LOMAX PARK C6X73 PANEL C8X13.75 IMPROVEMENTS ANNOUNCERS STAND C8X13.75 C6X13 OW LOW Ana F" W1 Ox12 BRACE TYP. u POM IX 7M z o 3• DIA. HORIZ. o M PIPE BRACE " D FROM FENCE _� o o PIPE COL. PIPE COL. m mpq o 3" HORIZ . 6" SCHED.-40 PIPE 3" SCHED.-40 PIPE a a a PIPES TY�. lr :: ... 'S:c 3+ of d' K CONCRETE PLATFORM'^>••✓' GRADE '-�T ` CITY Q o o' TOP OF CONCRETE FOOTINGS: ft , r,n FOOTING r,J 24" DIA. CONC. FOOTING ;� JUL OPY DRAWN BY 8�� BELOW �;�4 (6) #6 VERTICAL REBAR e;�;' of " 1n4 GRADE ��j W/#3 STIRRUPS O 12" D.C. H a"' e H '�"' CHECKED BY u.." d;916 ".,o 1r16 4,000 P.S.I. CONCRETE TYP. dv6 �I"6 1 " �ni U u OF `y" = �tE,..... JMF SCALE 3/16=1'-0• �1r16 N """ 2Ju16 WELD 5 L SHAPED %`" `4 N .: a'..y REBARS 024• C.C. �.......•„ . .�'....:...5 DATE EMBEDDED INTO FOOTING. TYP. S•µ� f 02-10-14 11 I I ti�l '• JOB NO r -� ,..... DRANWG NO EAST ELEVATION NOTE, FIRM NUMBER: F1� 5• RE: D-1 FOR SPECIFICATIONS T_3 0 I e METAL SPECIFICATIONS: METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. 26'-0' 4 EQUAL SPACES BRACE TYP. HANDRAIL BRACE TYP. 3" DIA. HORIZ. PIPE BRACE FROM FENCE o PIPE COL. o I 3" SCHED.=40 PIPE I n in CONCRETE PLATFORM 8'-0" 2"x2"x3/8" PRE-FAB 8'X20' ANGLE ANNOUNCERS STAND FURNISHED AND DESIGNED BY OTHERS o TOP I ;.� OF GRATE 11 1"X3/16" PANEL" X 2" W8 24 WIOx12 Wgx24 C6X13 CBX13.75 C6X13 BRACE TYP. 3" DIA. HORIZ. 3" DIA. HORIZ. PIPE BRACE n PIPE BRACE FROM FENCE FROM FENCE b HORIZ, PIPE COL. PIPES TYP. 6" SCHED.-40 PIPE 24" DIA. CONC. FOOTING (6) A6 VERTICAL REBAR W/R3 STIRRUPS 0 12" O.C. 4,000 P.S.I. CONCRETE TYP. WELD #5 L SHAPED REBARS 024" C.C. EMBEDDED INTO FOOTING. TYP. WEST ELEVATION - TOP OF - FOOTING 8' BELOW GRADE o I N o I NOTE: RE: D-1 FOR SPECIFICATIONS 0 Follis Construction Inc. DesignBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 tollisconstrudion.com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND ISM LCW SCHOOL ROM LA FOR7E, Tx TM � p F m p G0 $aa CITY���� COPY p RY FOCI M11®Ea: FI1 RAC RY JMF 3/16=1'-0" DATE 02-10-14 DRAWING NO D-4 METAL SPECIFICATIONS - METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. PRE—FAB 8'X20' ANNOUNCERS STAND 0 FURNISHED AND ANCHOR ANNOUNCER STAND I DESIGNED BY OTHERS WIWELD TH 12" OF WD AT POINT m VA CONTACT EL (A W8x24 C6X13 NO ANGLE BRACE BRACE C6X13 TYP. (4) NATHIN THIS BRACE ml 12' AREA a 3" DIA. HORIZ. 3" DIA. HORIZ. PIPE BRACE PIPE BRACE FROM FENCE PIPE COL. FROM FENCE 6" SCHED.-40 PIPE iD I O t` 12' 0 1 0 24" DI TECONCRE7E FOOCONC. FOOTING CITY u'S 24" DMA. CONC. FOOTING �V` (6) g6 VERTICAL REBAR W/#3 STIRRUPS ® 12" D.C. COPY I iv I_I 4,000 P.S.I. CONCRETE TYP. 0 SOUTH ELEVATION 5" WELD g5 L SHAPED REBARS 024" C.C. EMBEDDED INTO FOOTING. TYP. RE: D-1 FOR SPECIFIC"9Ee: F13M0 0 Follis Construction Inc. DesirBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281)471-6881 Fax(281) 471-6038 follisconstruction.com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND � J Q U O m Q Q pEp �a� J10 N Q m U 0 DRAWN BY RAC CHECKED BY JMF SCALE 3/16=1'-O" DATE 02-10-14 JOB NO DRAWING NO D-5 PRE-FAB 8'X20' ANNOUNCERS STAND FURNISHED AND DESIGNED BY OTHERS W8x24 C8x13. 12" 1/2'xt/2'x1/8" TYP.-_-< 1/8"x6"FLAT PLATE TYP. 1"x 3/16" IQ Of.JGRBg 18 TREADS 19 RISERS BRACE r1 PIPE COL. m1milimmmilmmu 12' AREA I .ii. II.I.�I.I I.I.I.I IlllillMETAL IT METAL SPECIFICATIONS- Flm -i I SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. NORTH ELEVATION I n 2"1 NO RE:D-1 FOR SPECIFIMMM"ER:F12W la N CITY COPY 0 Follis Construction Inc. DesigNBuild Genera Contractors 111 N. Broadway La Porte. Tx.77571 Ph. (281)471-6881 Fax(281) 471.6038 follisconstruction.com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND 150E IOYAx WOOL RMD U FORIt'. 1x 7W o � m m DR a, Q Q 1.j U U U RAC BY JMF 3/16=1'-0" DATE 02-10-14 DRAWING NO D-6 CODES AND SPECIFICATIONS: GENERAL BUILDING CODE: THE CONTRACT DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 2012 INTERNATIONAL BURRING CODE THIS CODE SHALL INCLUDE ALL ADDENDA AND AMENDMENTS IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS UNLESS NOTED OTHERWISE WIND LOAD DESIGN IS 120 MPH. CONCRETE CODES: THE DESIGN, DETAILING, AND ERECTION OF ALL CONCRETE ELEMENTS SHALL ADDITIONALLY BE BASED ON THE FOLLOWING: 1. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89). SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ((ACI 301-89). 2. MANUAL OF STANDARD PRACTICE 1990. AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRS11 INCLUDING ALL SUPPLEMENTS IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS, STRUCTURAL WELDING CODE, REINARCIFIG STEEL, AWS D7.4-79. AMERICAN WELDING SOCIETY. STRUCTURAL STEEL OWES THE DESIGN, DETAILING, AND ERECTION OF ALL STRUCTURAL STEEL ELEMENTS SHALL ADDITIONALLY BE BASED ON THE FOLLOWING: 1. SPECIFICATION FOR THE DESIGN. FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EFFECTIVE JUNE 1, Was. AS PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. EFFEC VE SEPTEMBER 1, 19W AS PUBLISHED BY AISc. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A 490 BOLTS, EFFECTIVE NOVEMBO 13, 1984. AS APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OF THE ENGINEERING FOUNDATION. 4. STRUCTURAL WELDING CODE - STEEL, ANSI/AWS D1.1-90, AMERICAN WELDING SOCIETY. ALL CODES AND SPECIFICATIONS LISTED ABOVE SHALL INCLUDE ALL AMENDMENTS AND ADDENDA IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS. CONFLICTS IN STRUCTURAL REQUIREMENTS: WHERE CONFLICT EXISTS BETWEEN THE VARIOUS PUBLICATIONS AS SPECIFIED HEREIN, THE STRICTEST REQUIREMENTS OF THE VARIOUS PUBLICATIONS SHALL GOVERN UNLESS NOTED OTHERWISE WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES. SPECIFICATIONS THE STRICTEST REQUIREMENTS SHALL GOVERN. DESIGN CRITERIA: DEAD LOADS: DEAD LOAD MATERIALS ASSUMED IN THE DESIGN ARE SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOAD CARRYING CAPACITY OF THE STRUCTURE FLOOR LIVE LOADS: FLOOR 100 PSG GENERAL REQUIREMENTS: REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND LOCATION OF DEPRESSED FLOOR AREAS, COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL PLANS AND SECTIONS AND REPORT AND DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL WINK. PRINCIPLE OPENINGS THROUGH THE FRAME ARE SHOWN ON DRAWINGS. HOWEVER. EXAMINE ALL OTHER DRAWINGS SO AS TO PROVIDE EVERY OPENING REWIRED NO MATTER WHERE IT IS SHOWN. VERIFY THE SIZE AND LOCATION REQUIREMENTS FOR ALL OPENINGS UNLESS NOTED OTHERWISE, FRAME OPENINGS WITH 3 X 3 X 1/4 ANGLES. PIPE SLEEVES THROUGH ROOF DECK WILL NOT REWIRE FRAMING UNLESS THE OPENING EXCEEDS 10 INCH DIAMETER. REPORT OPENINGS N07 STRUCTURALLY DETAILED THAT REWIRE THE HEADING JOISTS AND FRAME THEM AS DIRECTED. VERIFY EXACT LOCATION CLEARANCE SPACING AND OTHER REQUIREMENTS OF HANGERS AND FRAMING TO SUPPORT NON STRUCTURAL ITEMS BEF6RE FABRICATING SUCH HANGERS OR FRAMING. THESE DRAWINGS MAY BE REPRODUCED FOR SHOP DRAWING USE SEALS, COMPANY TITLE BLOCKS ETC. SHALL BE REMOVED. IN USING THESE DRAWINGS, THE CONTRACTOR/FABRICATOR SHALL TAKE FULL RESPONSIBILITY FOR TH CORRECTNESS OF ALL DIMENSIONS SHOWN. SHALL BE CERTIFIED ACCORDING TO AWS PROCEDURES FOR HALL BE ,_D IH of J2.5 SMAW STEEL NOTES %a COPY FIRM NUMBER: F120HU a Construction Inc. Des'?B nuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 follisconstruction.com PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERSSTAND 15M LOMAX SOM ROAD LA POtTE, TX 77571 �j tl 1 J 5 Q o C w m a $ a a G I�I�, �IN I DRAWN BY RAC CHECKED BY JMF SCALE 3/16=1'—O" DATE 02-10-14 JOB NO DRAINING NO D-7 STRUCTURAL BOLTS AND THREADED FASTENERS AND CALLED DOLT LUBRICATION: ALL BOLTS SHALL BE WELL LUBRICATED AT TIME OF INSTALLATION. DRY, RUSTY BOLTS MALL NOT BE ALLOWED. ALL BOLTS SHALL BE NEW AND SHALL NOT BE REUSED. ANCHOR BOLTS STEEL JOISTS: METAL FLOOR DECKING: GAGE METAL FRAMING: CAMBERED FOR DEAD LOAD. ALL JOISTS SHALL HAVE ACCORDANCE WITH PARA 5.4 (A) OF THE SJI STANDARDS. EDMENf EXPANSION ANCHORS ID ANCHORED TD SHALL BE PROVIDED AT IY STEEL IDE BRACE AT SHOWN ON FOR THE NET UPLIFT RT. (NOTIFY WITH AT STEEL NOTES, CONT'D CITY � OPy FIRM NUMBER: FIM 0 Follis Construction Inc. DesignBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 follisconstruction.com PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND 150E IBMAI SOM ROAD IA PdITE Tx M71 a s0 ED D� aQ q UJ n. RAC CHECKED BY JMF SCATS 3/16=1'-0" DATE 02-10-14 ING NO D-8 REINFORCING STEEL: PLACEMENT OF REINFORCEMENT: LAPS FOR UNSCHEDULED BARS SHALL BE: VERTICAL BARS 30 BAR DIAMETERS BOTTOM BARS 36 BAR DIAMETERS TOP BARS 50 BAR DIAMETERS UNLESS NOTED OTHERWISE TOP BAR SHALL BE SPLICED AT MID SPAN AND BOTTOM BARS SHALL BE SPLICED AT SUPPORTS PROVIDE BAR CHAIRS TO INSURE PROPER COVER FOR ALL REINFORCING. SUBMIT CHAIR TYPE SPACING TO ENGINEER FOR APPROVAL REINFORCING STEEL COVERAGE: GRADE BEAMS 1 1/2' TOP, 3' BOTTOM, 2' SIDES DRILLED PIERS FOR UNCASED PIERS 3' CLEAR FROM FACE OR SOIL FOR TEMPORARY CASINOS TO BE REMOVED B' BETWEEN THE OUTSIDE FACE OF THE CASING AND THE SURFACE OF THE REINFORCEMENT FOR PIERS WITH PERMANENT CASINGS 2' OR 1 1/2 TIMES THE MAMMUM SIZE OF COARSE AGGREGATE SLAB ON GRADE CENTERED ANCHORS: STRUCTURAL STEEL: ANCHOR (DBA) STEEL SHALL WTIi AUTOMATIC STUD WELDING CONFORMING TO AND BENT PLATES GRADE B OR ASTM :. THE DESIGN OF BEAM IG AND BRACING NOT SHOWN ON THE STEEL OR ANY FIELD MODIFICATIONS TO OF THE ENGINEER FOR EACH SPECIFIC CASE TS ITEMS AND THEIR CONNECTIONS STEEL NOTES, CONT'D CITY Copy NOTE: FIRM NUMBER: F12W RE: D-1 FOR SPECIFICATIONS 0 Follis Construction Inc. DesignBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 folllsconstruction.com PORTE PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERSSTAND o J Q CO O S(n O O I� OMIN (^I 0Ia1mlC)l01 DRAWN BY RAC CHECKED BY JMF SCATS 3/16=1'-0" DATE 02-10-14 ife):BM, DRANDdG NO D-9 I ANGLE SHC 40 ANGLE II D ' �PIPE 11640mlibt:�3" PIPE STRINGER - �1/2" X 1/2" ST. STOCK 0 1-1/4" PIPE v a SHC 40 METAL SPECIFICATIONS: d PANEL I� METAL SPECIFICATIONS ARE r6GA. X2"%4" „ LOCATED ON SHEETS D-7, STAIR 2Y,5 D-8, D-9. -I II STAIR RISER 1 1/4" SCH. 40 PIPE HAND RAIL TYP. BOTH SIDES OF STAIRS. 7,12„ 0 I h CONCRETE PLATFORM' -- • 1 % ".A 0 Follis Construction Inc. Design/Build General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 follisconstruction.com AI&Ii0'Ia;� PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND 15M UAW Sam Itm TX 77" ?ifvmn-) R:00�D 01I r^ RAC I DY JMF 3/16=1'-0" DATE 02-10-14 HAND RAIL:END VIEW TYP MMNWSER:FI1 AT STAIRS STRINGER HAND RAIL TYP. HANDRAIL NDRAIL IN BOTH SIDES OF STAIRS DRA1fDVG NO CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TXX 77571 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date ......................... Parcel Number .................. Property Address ............... Subdivision Name .... :......... Legal Description .............. Property Zoning ......:.:......, Owner............................. Contractor ....................... Application Number..::..... Description of Work ......... Construction Type ......... Occupancy Type ............... Flood Zone ...................... 4n/2016 023-140-000-0400 1508 LOMAX.SCHOOL RD. LA PORTE OUTLOTS TRS 399F & 400 LA PORTE OUTLOTS LLD (LARGE LOT DISTRICT) CITY OF LA PORTE FOLLIS CONSTRUCTION 14-1342 ELEVATED. ANNOUNCER STAND II-B V Approved Buildin90icial VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 4/ 07/ 16, 16: 30: 19 I NSPECTI ON TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: RUSSELL DAVIDSON DATE 4/ 07/ 16 ------------------------------------------------------------------------------------------------ ADDRESS : 1508 LOMAX SCHOOL RD UB SUBDIV: LA PORTE OUTLOTS CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OMER CITY OF LA PORTE PHONE PARCEL 023-140-000-0400 APPL NUMBER: 14-00001342 ADDN, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMI T: CA 00 BLDG PERN9 T- COMMERCI AL ADD ON REQUESTED I NSP DESCRI PTI ON TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------- BLFI 01 121 04/ 14 12/ 04114 BLFI 02 BLFI 03 1/05115 1129/ 15 41 07/ 16 -------------------------------------------------------------------------- RJ FI NAL, BUI LDI NG TI ME: 08: 00 DA announcer stand PROJECT NOT COMPLETE. 1. SHEET D-5 REFLECTS TVq "VJ NG HALLS" OR CONNECTI ONS TO THE GATE FROM THE SUPPORTPOLES ON THE ANNOUNCER STAND. THESE ITEMS ARE NOT INSTALLED OR COMPLETE. THE DETAIL REQUIRES A 3" DIAMETER HORIZONTAL PIPE BRACE FROM THE FENCE, CONNECTED AT 7' 3", AS REFLECTED ON SHEET D-4. ASI DE FROM THIS SI TUATI ON, THE REST OF THE PROJECT IS BUILT PER THE ENGINEER PLANS. ONCE THESE ITEMS ARE COMPLETE, VJ= CAN PERFORM ANOTHER FINAL I NSPECTI ON FOR COMPLIANCE ON THESE ITEMS. OK TO ISSUE A 30 DAY TCO. RE-1 NSPECTI ON 01 / 041 15. RJ RJ FI NAL, BUI LDI NG TI ME: 08: 00 DA 30 DAY TCO CHECK BACK I NSPECTI ON. ATTENTI ON: R. J. I NSP FAI LED PER RJ SUSPENSE FOR 30 DAYS RJ FI NAL. BUI LDI NG TI ME: 13: 00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- f y• a4,15k/-��"5 S . e�'&rt� was �, �Y X�old�y. © Mar 18, M16 U51 PM CDT MM He EM Commands Help SECTOR �a /��, Vim: [[���� � 7 Y.s i N.dJnns Appllatlon 14-000013� © Bonds Property Information AppllcaLon lnfonTlBUon 10 CondraclOr esu. Address: 1508 LWX 5O100L PD U Type of wrk( consl rucl arana elevated anI ' Feas ® Po�E. TX Mn Application status: PHi4Tr IS al ® Global Galante du11 Location ID: 31(6 Status Da to 9/16/2014 Ovner rare: CITY C I POR1E Application type: ADDV. C0NE1d.'IAL ✓ h'Iob.1 Nced IiCAD Wadi, r: am 140�000-0400 Application date: 9/16/2014 ® IAacellaneous Inrdl Alternate Search Method: Valuation. 28" Names ® Pemins 4 r I f1 r Q' Plan nacidn9 Realpts Contractor Information Outstanding Inspections ® Oguara loolago wl o, Contactor Nape: Po LZS CIX6Tii1CTICN Insp Schedule Confirmation ® structures Contractor 6umber: 266d Type ID Date Wolter ® Valuation calculabq Type: MIDILG CC CTM _______________ ______ __________ ____________ Status: ACTIVE — No outstanding inspections exist Contractor Requirements Doc Witter r9 a D00 000 cT. 00 PItaL, BOSLDING 0001 RS 12/09/2019 Resul DA 00o two bcA 00 PINAL, B I3 DING 10002 az 1 1 05/2015 DA 1 R r Print Cancel X Ern Sy Fefrest Lend lnquhy Docmnents cg r IA4 © Mar 18, 2016 12:57:06 PM CDT File Eda Commands Help 51A16AIID'PUBLIC SECTOR NaviEne _. �'a Inspection Inquiry - Results Comments I HCAD Number. 023-140-000-0400 OK Exit � Cancel T Property address: 1600 LOMAX SCHOOL RD US CLP Application, structure number: 14 00001342 000 000 Permit type, sequence number: CA 00 BLDG PERMIT- COMMERC IAL ADD ON Inspection type, sequence number.. BLFI 0001 FINAL, BUILDING Inspection status, date: INSPECTION COMPLETED 12/04/14 _- 1. SHEET D-5 REELECPS TTJO "UINf. MALLS" OR CONNECTIONS TO ITIE GATE FROM THE SUPPORTPOLES ON THE ANNOUNCER STAND. THESE :TENS ARE HOT INSTALLED OR COMPLETE. THE DETAIL REQUIRES A T" DIAMETER HORIZONTAL PIPE BRACE FROM THE FENCE, CONNECTED AT 7-Y, AS REFLECTED OH SHEET D-4.ASIDE FROM THIS SITUATION, THE REST OF THE PROJECT IS BUILT PER THE ENGINEER PLANS. ONCE THESE ITEMS ARE COMPLETE, UE CAN PERFORM ANOTHER FINAL INSPECTION FOR COMPLIANCE ON THESE ITEMS. OK TO ISSUE MW © Mar 18, 2016 1257:20 PM CDT Fla Edtt Commands Help 'SUNGARW PUBLIC SECTOR NaviLine Inspection Inquiry - Results Comments HCAD Number: 023-140-000-040O Property address 1508 LOMAX SCHOOL RD UB CLP Application, structure number: 14 00001342 COO 000 Permit type, sequence number: CA 00 BLDG PERMfr-COMMERCIAL ADD ON Inspection type, sequence number. BLFI 0001 FINAL, BUILDING Inspection status, date: INSPECTION COMPLETED 12194114 'iSCE-gPISPECCIOH Ol/04/15. RS f - N_ I OK X Exit < Cancel MW ©Maria'XR61O1:A FMCYF---- ____—_______- - `.'I-F,� F➢e EM Commands Help suldakstr fleL SECTOR {r AypllcaUM 14-0 001 I ® Bonds r Property information Application Information ® Concarmresoow Address: SOOO- R 15 LOMAX 0 Type of work: construct amna elevated en ® Feas lA PORTE. TX 77571 Application status: PB76r IS9ID ® Global Celan<1e du Location ID: M685 Status Date: 9/16/2014 ® Insp cffan hlstory I Omer name: CITY w U POiTE Application type: ADor1, VIAL IICAD Number: 073-140-000-0400 Application date: 9/16/2014 ® Iliareuaneous We Alternate Search Method: Valuation: 2E0O0 ® Names -/ 1 m A141 0 ® Plan Vaco. g ED Recalpts Contractor Inforination Outstanding Inspections ID 9WaretoatRie cil I 4 Contractor Moo. FMJLISMErPLICTION Insp Schedule Confimation I ® SWcbjres Contractor Number: 2Ei4 Type ID Date wtber © Veluabon eelaula0 Type: 9IILIlING CONfPACrOt --------------- - --------------------------- Status: AMR Ib outstanding inspections exist Contractor Pequirevents Doc Nmber ------------ 141 A l Pernultype -PP __ - _AEP`OOAtYR SfAdD SfADC _.__-. POLLL9f9E1 I 1 l I .;� Prhrt Cmcel i FSR Q P¢fresh Land mquby Da®uants L 1 n N MN © Mar 18, 2016125925 PM CDT. Re Edlt Ust Commands Help PUBLIC SECTOR 9�1 NaviLine ��SS'' Application Master Maintenance ��++ _Number. Pre qualifier. Dic Street. name: ®' —IF-11 LOHAX SCHOOL Suffix:. Pst dir. Pst qual: Apt RID FF— 0uio CL 13 OOOO1544 111508 LOHAX SCHOOL HO 1/2 CLP FA 14 00001342 1SCS LOHAX SCHOOL RD SIB CLP COH PI 13 00000703 1508 LOHAX SCHOOL RD UB CLP HISC CL FF 13 000O0674 1500 LOHAX SCHOOL RD UB CLP COH CL. �_ OK 12 00000872 11508 LOHAX SCHOOL RD UB CLP C0H CL �r EXII 12 11 00000802 11508 LOHAX SCHOOL RD U CLP IVO 11 00001880 1508 LOHAX SCHOOL RD UB CLP PLBG PI y's Refresh 11_ 00001861 5508 LOHAX SCHOOL RD UB JJCL 04 00001114 1508 LOBAR SCHOOL RD UB CLP LEC ICL Add 03 00000980 150E LOHAX SCHOOL RD UB CLP PLHG CL Switch vL 02 00000323 1508 LOHAX SCHOOL AD IID CLP FORD CL O1 00000183 1508 LOHAX SCHOOL RD UB CLP PLBG CL Quick en_ 07 11516 LOHAX SCHOOL RD UB CLP COH CL = Toggle vG. --- or--- Subset � � _ Year. I " Number. i o Setmaln_ J If Mar 18, 2016 1257:40 PM CDT File Edit Commands Help SIA16AP6'PPUBLIineECTOR Inspection Inquiry HCAD Number. 023-140-000-0400 Property address: 1608 LOMAX SCHOOL RD UB CLP Application, structure number: 14 OD001342 000 000 Permit type, sequence number. CA 00 BLDG PERMIT -COMMERCIAL ADD ON Inspection type, sequence number. BLFI 0001 FINAL, BUILDING Inspection status, date: INSPECTION COMPLETED 12N4/14 Requested date, time, by: 12104/14 0:00 MP Override date, time, by: User ID to request, result: LAPOMLP LAPOMLP Phone Interface number. 460907 Inspector assigned: RJ RUSSELL DAVIDSON Results status, date: Final Inspection flag: DISAPPROVED N 12II4114 OK Penalty amount DO Exit IHI t Cancel S Land Nq_ Insp res_ Inw 1-1 /2"X 1 — 1 /2"X1 /4" ANGLE 1-1/4 is PIPE SHC 40 fO 4GA. X2"X4" i� PANEL KICK PLATE 10101 HAND RAIL: END VIEW TYP N.T.S. ANCHOR ANNOUNCER STAND WITH 12° OF WELD AT POINT OF CONTACT TYP. (6) ANCHOR ANNOUNCER HANDRAIL 3" DIA. PIPE COL. SH C 40 C8X1 3.75 4' X 26' CATWALK SPECIFICATIONS: r'AQP1f`ATM KA17TAI { ALL METAL TO BE HOT DIPPED GALV, FIELD WELDS TO BE COLD G/LV. PAINTED. A-36 STEEL DESIGN CODE: 2012 INTERNATI CODE. 140 MPH NOTE: PRE — ANNOUNCER INCLUDED IN ONAL BUILDING ASCE 7-10 FABRICATED 8'X2O' STAND NOT THIS DESIGN. NOTE 3" DIA. ALL HANDRAIL TO BE: PIPE CAL. 1-1 /2" X 1-1 /2" X 1/411 SH C 40 ARE SOD F E6RApNEW SI;SMVED S�NGLE TO THE CITY IS Rf.U1RED PRIOR 1 F; " T0fyf�CHAkGf OCCURING W8x24 Folli's Construction Inc. Design/Build General- Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-603$ foil isconstructian.com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS A11F1VOUNCERS SF.4N17 1508 LOkIAX SCHOOL ROAD LA PORTED TX. 77571 ZE O zr E� U U] W R � �-' tV d- W A � C8 x 11. , 0 L. F. P �Wftlo F �`>*4 I RTIV ITT B i E e°eee e�y�� � ee ee s �� � �1T oo of*:, if "j_ N j�1�7, �(�J�'11, /eo00oeo0007 00 0 so�o.o00oeo, CHIE KE D BY HISHAM EI CHAAR oeoe°°°°° °° �eo e e ee e e a , JIVIF °e 765g6 ; 0 o. G / �-T ��ee \� � SCALE °eoe° = 1' FIRM NUMBER: F-12640 I 02-10-14 WT6X15 W8x24 Plan View JOB NO 08 DRAWING T O I Received Sr-P t EL^�_► Inspections Division City of la Porte 0 METAL SPECIFICATIONS: C8x1 3.75 METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. 3" DIA. PIPE COL. SHC 40 1 :^ni, WSx24 wsX24 FIRM NUMBER: F-12640 6DIA.PIPE COL. Framing Plan Foills0 Construction Inc. Desi nlBuild Genera Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-65$1 F" (281) 471-603$ foil iscons#ruction. com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS A11iIVOU1VCFRS STAND 15aS LOMAX SCHOOL. ROAD LA PORTE, TX. T7571 POW N � YD W d- E� ED DRAWN BY BJT CHECKED BY JN1 F SCALE 3/16of = 11 DATE 02-10-14 JOB No 3as$N DRAWIIVG NO d Received SEP 16 2og In pivisi°n C'tY of la Forte OF. GRATE. WSx24 0 V 0 0 ;- RIP _nI! 1— 1/2"X1— 1/2"X1/4° ANGLE if THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR i0 THE CHANGE OCCURIMG METAL SPECIFICATIONS: METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-81 D-9. REVIEWEI) ropt CaDuco;.lcr�%ce 26' —0" 4 EQUAL SPACES South'F,levation 5" RE: D-1 FOR SPECIFICATIONS NOTE: RE: �E OF \,' ° e ° ° / e ............ HISHAM E`p -CHAAR 10, eoe°oe.. a °•a.�\� ee a eeeeeee ,i ° \o °e 76596I ;� � °� e O V 4 G� eeOeooe°° AW ONAL FIRM NUMBER: F-12640 Fol I i's Construction Inc. Deli n/Build Genera?Contractors 111 N . Broadway La Porte, T .77571 Ph. (281) 471-6881 Fax (281) 471-603$ fol I isaonstructian. com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS ,anrnrouNcERs srAnrfl 1508 LOMA7( SCHOOL ROAD LA P(lR1E, TX. 77571 J F C= F+y U U] W A � mommomm D,RAIVN BY BJT CHECKED BY JMF scaLE 3/16 Is = 1' DATE 02-10-14 JOB N 0 068 DRAWING T NO Received SEP 16 2014 Insaections Division C.�ity of to Porte 0 METAL SPECIFICATIONS: METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-81 D-9. 1 — 1 /211 X1 — 1 /211 X1 /4;; ANGLE 26'-0" 4 EQUAL SPACES NOTE: forth Elevation RE: D-1 FOR SPECIFICATIONS R ! ! n " IF THE APP90VED PLAINS MODIFIED, A NEW SUBMITTAL THE CITY IS RF'QUIREQ PRIOR "0 THE CHAJNGE OCCURIIN`G FocifIEVIVED Foin-11 C" Folli's Construction Inc. DesigntBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 411-6$$1 Fax (281) 479 -fiQ3$ foil isconstructian. oom CUSTOMER: CITY OF LA PORTE TOP OF GRATE PROJECT: LOMAX PARK IMPROVEMENTS W8x24 ANNOUNCERS STAND 1508 LOMAX SCHOOL ROAD LA PORTE, TIC. 775 1 0 0-4 No A �t- E� ` ED A � N DRAWNB BiT CHECKED BY JIVIF SCALE 3/16 of = 1' DATE 0-1 0-14 • PEE °�F° O ° ° O e ° S oo o 7 , JOB CO oUUOoeoeoo, 08 l77 II E�-CHAAR e°°e °e��eo°oo° °°°� DRAWING N °e 76 6 O oo r e \° Aw e e e o e o°° G S TONALD 4 FIRM NUMBER: F-12640 Received SEP 16 2014 inspections Division City of la Porte METAL SPECIFICATIONS; METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-8, D-9. ft r P% FURNISHED AND ANCHOR ANNOUNCER STAND 0I DESIGNED BY OTHERS WITH 12° OF WELD AT POINT oa OF CONTACT TYP. (6) COPY Follims Construction Inc. Desi nlBuild GenerapContractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-603$ follisconstruction.com CUSTOMER: CITY OF LA PORTE PROJECT: WT6X1 5 NV AN[iLt LOMAX PARK BRACE BRACE WTSX15 IMPROVEMENTS TYP. (4) WITHIN THIS BRACE 12AREA AlVNOUNCERS STAND If THE APPROVED PLANS 1508 LDMAX SCHOOL ROAD ARE MODIFIED, A NEW SUBMITTAL LA PORT' TX' 77571 0) TO THE CITY IS REQUIRED PRIOR J TO THE CHANGE OCCI�RING Z N PIPE COL. oC= SCHED.-40 PIPE C" cc REVIEWED F0j7j A � 12 CODE C� ��L�ti�� 0 I R Vest Elevation 5 FF F dC6 CONCRETE FOOTINGS: Q � 24" DIA. CONC. FOOTING (6) #6 VERTICAL REBAR W/#3 STIRRUPS @ 12" O.C. 41000 P,S,I. CONCRETE TYP. WELD #5 L SHAPED REBARS 024 11 C.C. EMBEDDED INTO FOOTING. NOTE: RE: D-1 OFF'W\` ° ° ° ° ° ° ° 1 P° �I A;��°°,,� ° 00 Y ° 00 00 ° ° ° ° 0� ° ° ° O °*°,i j HISHAM E`I CHAAR ° ° ° ° ... °° 00 0-0-1 , �° 765�96 � o���/ 1 ° °4j G�Ar AW ONAL FIRM NUMBER: F-12640 FOR SPECIFICATIONS NONSENSE DRAWN BY BJT CHECKED BY JMF SCALE 3/16to = 10 DATE 02-10-14 Jai No 3os8N DRAWING NO Recefi✓ed SEP 16 2014 inspections Divisiorr City of is Porte pl pa 0 9 P00i ft TOP OF.GRATEmcD rn METAL SPECIFICATIONS ARE LOCATED ON SHEETS D-7, D-81 D-9. East Elevation CITY Copy G , CLOSED RISER TREAD, POURED W/CONC. � if Hz- APP�tOEO PLANS ARE mood 1ED�A NIBN 0 P"0R TO THE CITY 1 TO THE CHANGE OCC�RING D NOTE: RE: D-1 12„12•• OF ° ° � O° , /°°°°°°°°°°°0 °��°°°°° j HISHAM �—CHAAR ...... ° ° °•° O� ° ° ° ° ° ° ° ° ° °76-96 AW FIRM NUMBER: F-12640 FOR SPECIFICATIONS Fol I i's Construction Inc. DelignlBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-$881 Fax (281) 471-6Q3$ follisconstruction-com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS A1V1VOUIVCERS STAND 1508 LOMAX SCHOOL ROAD LA PORTE, TIC. 77571 W A DRAWN BY BJT CHECKED BY JMF SCALE 3/1 fi11 = 1' DATE 02-10-14 JOB NO 08 RAIVING NO Received SEP 16 2014 haspections Division City 0f la Porte CODES AND SPECIFICATIONS: GENERAL BUILDING CODE: THE CONTRACT DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE. THIS CODE SHALL INCLUDE ALL ADDENDA. AND AMENDMENTS IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS UNLESS NOTED OTHERWISE. MIND LOAD DESIGN IS 120 MPH. CONCRETE CODES: THE DESIGN, DETAILING, AND ERECTION OF ALL CONCRETE ELEMENTS SHALL ADDITIONALLY BE BASED ON THE FOLLOWING: 1. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 18-89 , SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-89 . 2. MANUAL OF STANDARD PRACTICE, 1990t AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) INCLUDING ALL SUPPLEMENTS IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS, STRUCTURAL WELDING CODE, REINFORCING STEEL, AWS D1.4-79, AMERI AN MELDING SOCIETY. STRUCTURAL STEEL CODES: THE DESIGN, DETAILING? AND ERECTION OF ALL STRUCTURAL STEEL ELEMENTS SHALL ADDITIONALLY BE BASED ON THE FOLLOWING: 1. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EFFECTIVE JUNE 1, 1989, AS PUBLISHED BY THE AMEI ICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, EFFECTIVE SEPTEMBER 1, 19W AS PUBLISHED BY AISC. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 25 OR A 490 BOLTS! EFFECTIVE (NO EMBER 13, 19842 AS APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OF THE ENGINEERING FDUINDATIONI. 4. STRUCTURAL WELDING CODE - STEEL, AN I A S D1.1-90, AMERICAN WELDING SOCIETY. ALL CODES AND SPECIFICATIONS LISTED ABOVE SHALL INCLUDE ALL AMENDMENTS AND ADDENDA IN FORCE AT THE DATE OF THE CONTRACT DOCUMENTS. CONFLICTS IN STRUCTURAL REQUIREMENTS: WHERE CONFLICT EXISTS BETWEEN THE VARIOUS PUBLICATIONS AS SPECIFIED HEREIN, THE STRICTEST REQUIREMENTS OF THE VARIOUS PUBLICATIONS SHALL GOVERN UNLESS DOTED OTHERWISE. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL AL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, SPECIFICATIONS THE STRICTEST REQUIREMENTS SHALL GOVERN. DESIGN CRITERIA: DEAD LOADS: DEAD LOAD MATERIALS ASSUMED IN THE DESIGN ARE SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE GENERAL CONTRACTOR TD THE STRUCTURAL ENGINEER FOR 'VERIFICATION OF LOAD CARRYING CAPACITY OF THE STRUCTURE. Fol I Ins Construction Inc. CITYDesignlBuild General Contractors COPS' 111 N. Broadway • La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 471-6038 fol I isaonstructian. oom FLOOR LIVE LOADS: IF ARE MODIFlEDPAOVEO PLANS FLOOR 100 P5F NEW SUBM iTO THE CITY IS kF,pUIREDiAL PRIOR TO THE CNAtrGE OCCURING GENERAL REQUIREMENTS: REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND LOCATION OF DEPRESSED FLOOR AREAS, COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL FLANS AND SECTIONS AND REPORT AND DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL WORK - PRINCIPLE OPENINGS THROUGH THE FRAME ARE SHOWN ON DRAWINGS. HOWEVER, EXAMINE ALL OTHER DRAWINGS SO AS TO PROVIDE ,�,1:0 EVERY OPENING REQUIRED NO FATTER WHERE IT IS SHOWN. VERIFY THE SIZE AND LOCATION REQUIREMENTS FOR ALL OPENINGS.COiv-4_'r INIXE UNLESS NOTED OTHERWISE, FRAME OPENINGS WITH 3 X 3 X 1 4 ANGLES. PIPE SLEEVES THROUGH ROOF DECK WILL NOT REQUIRE FRAMING UNLESS THE OPENING EXCEEDS 1G INCH DIAMETER. REPORT OPENINGS NOT STRUCTURALLY DETAILED THAT REQUIRE THE HEADING JOLTS AND FRAME THEM AS DIRECTED, VERIFY EXACT LOCATION, CLEARANCE, SPACING AND OTHER REQUIREMENTS OF HANGERS AND FRAMING TO SUPPORT NON STRUCTURAL ITEMS BEFORE FABRICATING SUCH HANGERS OR FRAMING. THESE DRAWINGS MAY BE REPRODUCED FOR SHOP DRAWING USE. SEALS, COMPANY TITLE BLOCKS, ETC. SHALL BE REMOVED. IN USING THESE DRAWINGS, THE CONTRACTOR/FABRICATOR SHALL TAKE FULL RESPONSIBILITY FOR THE CORRECTNESS OF ALL DIMENSIONS SHOWN. WELDING OF STRUCTURAL STEEL: WELDER CERTIFICATION: ALL SNAP AND FIELD WELDERS SHALL BE CERTIFIED ACCORDING TO FINS PROCEDURES FOR THE WELDING PROCESS AND WELDING P051TIC3N USED. MINIMUM SIZE AND STRENGTH: MINIMUM SIZE OF FILLET WELDS SHALL BE A5 SPECIFIED IN TABLE J2,4 IN THE AISC MANUAL (9TH EDITION). THE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION GROOVE WELDS SHALL BE AS SPECIFIED IN TABLE J2.3 IN THE RISC MANUAL (9TH EDITION). THE MINIMUM STRENGTH OF ALL SOP AND FIELD WELDED CONNECTIONS, UNLESS NOTED OTHERWISE ON THE DRAWINGS, SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER OF ELEMENT JOINED. FILLER METAL REQUIREMENTS: WELD METAL SHALL BE AS SPECIFIED IN AISC A5Q MANUAL (9TH EDITION) TABLE J2.5 AND THE AISC LRFD MANUAL TABLE J2.3. ELECTRODES. ELECTRODES FOR VARIOUS WELDING PROCESS .SHALL BE SMA1N - E70XK LOW HYDROGEN, SAW - F7X-EKXX, GNAW - ER705, FLAW - E7XT-X. Steel Notes OF Lk\�, °° s °° r1�` °°°° ° 0 �°°°oo°o°,, j HISHAM EI CHAAR �r +��°° 765�96 o ��'ofAW S�ONAL � FIRM NUMBER: F-12640 CUSTOMER: CITY OF IA PORTE PROJECT: LOMAX PARK IMPROVEMENTS AIWOUNCERS STAND 1508 LOMAX SCHOOL LOAD LA PDR TE, TIC. 77571 Fm a DRAWN BY BJT CHECKED BY JMF SCALE NONE DATE 02-10-14 JOB NO 08 DRAWING O Received SEP 16 2014 Inspections Division City of la Porte STRUCTURAL BOLTS AND THREADED FASTENERS SPECIFICATIDN: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A325 TYPE 1, HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT —DIP GALVANIZED ACCORDING TO ASTM A 183, CLASS C WHEN USED TO CONNECT STEEL CALLED FOR ON THE DRAWINGS OR IN THE SPECIFICATIONS AS HOT DIP GALVANIZED AFTER FABRICATION. DESIGN: MINIMUM BOLT DIAMETER SHALL BE 3/4 INCH. UNLESS (NOTED OTHERWISE ON THE DRAWINGS INGS OR IN THESE GENERAL NOTES, ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS USING STANDARD HOLES (HOLE DIAMETER NOMINALLY 1 16 INCH IN EXCESS OF NOMINAL BOLT DIAMETER) WITH THREADS INCLUDED IN THE SHEAR PLANES. ALL SHEAR CONNECTIONS, EXCLUSIVE OF TUBE STEEL CONNECTIONS, SHALL DE FRICTION TYPE CONNECTIONS USING HIGH STRENGTH BOLTS- SIMPLE BEAM SHEAR CONNECTIONS SHALL BE CAPABLE OF END ROTATIONS OF UNRESTRAINED SEAMS AS SPECIFIED IN SECTION J2 OF THE AISC 1989 SPECIFICATION. MINIMUM STRENGTH OF BOLTED CONNECTIONS, UNLESS NOTED OTHERWISE ON THE DRAWINGS, SHALL DEVELOP AS APPLICABLE THE FULL TENSILE OR COMPRESSIVE STRENGTH OF THE MEMBER. BOLT LUBRICATION: ALL BOLTS SHALL BE WELL LUBRICATED AT TIME OF INSTALLATION. DRY, RUSTY BOLTS WILL NOT BE ALLOWED. ALL BOLTS SHALL BE NEW AND SHALL NOT BE REUSED. ANCHOR BOLTS SPECIFICATION: ALL ANCHOR BOLTS SHALL -BE MADE FROM THREADED ROUND STOCK CONFORMING TO ASTM A36 STEEL UNLESS INDICATED OTHERWISE IN THE COLUMN SCHEDULE OR DETAILED ON THE DRAWINGS. ALL NUTS WITH ANCHOR BOLTS SHALL BE HEX HEAD CONFORMING TO ASTM SPECIFICATION A63. BASHERS FOR ALL BABE PLATES SHALL BE 1 4" THICK PLATES EXTENDING MINIMUM 1 FROM EDGE OF BASE PLATE HOLES ON EACH SIDE WITH HOLES 1 /16 INCH LARGER THAN THE NOMINAL BOLT DIAMETER. MASHERS SHALL CONFORM TO ABTA A36 STEEL UNLESS INDICATED OTHERWISE IN THE COLUMN SCHEDULE OR ON THE DRAWINGS, ANCHOR BOLTS SHALL BE ASTM A36 STEEL AND SIZE SHALL BE .34" [DIAMETER 2'—C)" LONG, STEEL JOISTS: TOP CHORDS SHALL BE ANGLES OR TEES. JOISTS SHALL BE CAMBERED FOR DEAD LOAD. ALL JOISTS SHALL HAVE FLAT BEARING. JOISTS SHALL CONFORM TO S,JI STANDARD IN ACCORDANCE WITH PARA 5.4 (A) OF THE SJI STANDARDS. PROVIDE NUMBER OF ROWS SHOWN DRAWINGS. DIACONAL BRIDGING SHALL BE PROVIDED AT SECOND AND THIRD JOIST SPACES AT JOIST PARALLEL TO END WALL CONDITION. HORIZONTAL BRIDGING SHALL BE PROVIDED AT END SPACE. DIAGONAL BRIDGING SHALL BE PROVIDED AT EACH ROB{ OF BRIDGING AT FIRST TWO JOIST SPACES (EACH SIDE OF BEAM) WHEN JOIST ARE PARALLELED TO BEAM. UNLESS NOTED OTHERWISE, BRIDGING SHALL BE ATTACHED TO CMU OR'CONCRETE WALL WITH L3 X 3 X 1 4 X 1 D AND 2-1/2 )1 ? 3 1/2 1) EMBEDMENT EXPANSION! ANCHORS AT CMU 'BALLS AND 2-1/2 )) *9 2 1 -a) JI EMBEDMENT EXPANSION ANCHORS AT CONCRETE 'BALLS. BRIDGING SHALL BE CONTINUOUS THROUGH STRUCTURAL STEEL PURLINS AND ANCHORED TO SPANDREL MEMBERS. AT COLUMN CONDITIONS ANGLE 1 1 2 X 1 11.2 X 31 E DIAGONAL BRACING SHALL BE PROVIDED AT FIRST THREE JOIN NEAREST EACH INTERIOR AND EXTERIOR COLUMN. BRACING TO BE PROVIDED BY STEEL FABRICATOR. WELD BRACE TO BEAM/GIRDER BOTTOM CHORD AND JOIST TOP CHORD. ALSO PROVIDE BRACE AT MID SPAN OF GIRDER.. WELD JOISTS TO STEEL BEAMS OR JOISTS GIRDERS. PROVIDE BOTTOM CHORD EXTENSIONS WHERE SHOWN ON ARCHITECTURAL DETAILS, AT ROOFSP THE BOTTOM CHORD AND QR BRIDGING SHALL BE DESIGNED FOR THE NET UPLIFT SHOWN IN THE DESIGN CRITERIA SECTION OF THESE (NOTES, OR 10 PSF, WHICHEVER IS GREATER. JOISTS MANUFACTURER TO DESIGN) BRIDGING TO MEET ALL SJI REQUIREMENTS FOR LATERAL SUPPORT.(NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCY). PAETAL FLOOR DECKIMG.m FLOOR DECK OVER STEEL JOISTS SHALL BE 1 1 " DEEP, 22 GAUGE (Ml . SECTION MODULUS = 0.186 IN?), TYPE B METAL DECK (GALVANIZED). DECK FABRICATION AND INSTALLATION SHALL CONFORM TO SDI. DECK STEEL SHALL CONFORM TO ASTM A511 GRADES C through E OR ASTM A445 GRADES A through F. DECK SHALL SPAN CONTINUOUS OVER THREE ) SUPPORTS. END LAPS SHALL BE 3 INCHES AND SHALL OCCUR OVER A SUPPORT. STEEL MEZZANINE DECK SHALL BE ELECTRIC ARC WELDED TO SUPPORTS AND ADJOINING DECK SHEETS IN ACCORDANCE MANUFACTURER'S SPECIFICATIONS FOR SHEAR DIAPHRAGM REQUIREMENTS. WELQ SHALL NOT E GEE[) E3 INCHES ON CENTER AT END LAP JOINTS AND INCHES ON CENTER AT INTERMEDIATE SUPPORTS. SIDE LAPS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 6 #12 SCREWS BETWEEN SUPPORTS. GAGE METAL FRAMING: GAGE METAL MEMBER MATERIAL SHALL CONFORM TO ASTM 446. MINIMUM MELD STRENGTH SHALL BE 50,000 PSI. cl 5, 8" MINIMUM FLANGE 'WIDTH). MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH Al l SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS, 1983 EDITION. ALL MEMBERS SHALL BE GALVANIZED. CONNECTIONS SHALL BE SCREWED OR WELDED- ? — #12 TEK SCREWS OR 3" X 11 6" FILLET WELD SHALL BE USED AT EACH CONNECTION. METAL GAGE MEMBERS TO BE CLOSED OFF AT BOTH ENDS WITH CONTINUOUS METAL TRACK OR EQUAL GAGE OR GREATER THICKNESS THAN METAL GAGE MEMBERS. Steel Notes, cont d WITH IP THE APPRaVEU PLANS ARE NIODIrIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHASM OCCURING REVIEWED FOR,- COD�CO�TPLIMICE PEE OF °°AW ,') 7 / * ° ° T ° ° .... ° ° ° °, HISHAM E�V�t CHAAR 0......... °.��..........°00 S,� 0NAL ENS FIRM NUMBER: F-12640 Foll'is Construction Inc. DesignlBuild General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-65$1 Fax (281) 471-603$ fol I iscons#ruction. com CUSTOMER: CITY OF LA PORTE PROJECT: LOMAX PARK IMPROVEMENTS ANNOUNCERS STAND 1508 LOMAX SCHOOL ROAD LA PORTE, TIC. T7571 �sw HE CD R JMF SCALE NONE DATE 02-10-14 JOB NO 30 8 D RAWING NO Received SEP 16 2014 Inspections Division City of la Porte REINFORCING STEEL: SPECIFICATION: ASTM A 615 GRADE UNLESS NOTED DTHER ISE ON THE DRAWINGS. #3 DOWELS SHALL BE GRADE 40. WELDED REINFORCING STEEL SHALL BE ASTM A 706. DEFORMED BAR ANCHORS SHALL BE ASTM A 496 MINIMUM YIELD STRENGTH 70,000 PSI REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS WITHOUT ENGINEER APPROVAL). WELDED SMOOTH WIRE FABRIC SHALL BE ASTM A 185, YIELD STRENGTH 65,000 PSI. WELDED DEFORMED 'SIRE FABRIC SHALL BE ASTM A 4977 YIELD STRENGTH 70,000 PSI. (ALL WELDED 'MIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS ONLY_) PLA EMENT OF REINFORCEMENT: LAPS FOR UNSCHEDULED BARS SHALL BE: VERTICAL BARS 30 BAR DIAMETERS BOTTOM BARS 36 BAR DIAMETERS TOP BARS 50 BAR DIAMETERS UNLESS NOTED OTHERWISE, TOP BAR SHALL BE SPLICED AT MID SPAN AND BOTTOM BARS SHALL BE SPLICED .AT SUPPORTS, PROVIDE BAR CHAIRS TO INSURE PROPER COVER FOR ALL REINFORCING. SUBMIT CHAIR TYPE SPACING TO ENGINEER FOR APPROVAL - REINFORCING STEEL COVERAGE: GRADE BEAMS DRILLED PIERS FOR U N CASED PIERS FOR TEMPORARY CASINGS TO BE REMOVED FOR PIERS WITH PERMANENT CASINGS SLAB ON GRADE ANCHORS: 1 1/2 st TOIL, " BOTTOM, 2" SIDES it CLEAR FROM FACE OR SOIL 6" BETWEEN THE OUTSIDE FACE OF THE CASING AND THE SURFACE OF THE REINFORCEMENT 2" OR 1 1 2 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE CENTERED HEADED STUD ANCHOR (HSA) STEEL SHALL CONFORM TO ASTM A108-1020. DEFORMED BAR ANCHOR (DBA) STEEL SHALL CONFORM TO ASTM A108—GRADE 70. BOTH HSA S AND DBA S SHALL BE MELDED TO STEEL WITH AUTOMATIC STUD WELDING EQUIPMENT. WELDING SHALL CONFORM TO "NELSON STUD 'MELDING SYSTEM" RECOMMENDATIONS. EXPANSION ANCHORS SHALL BE "HILTI KWIK BOLTS" OR EQUAL. UNLESS NOTED OTHERWISE, MINIMUM EMBEDMENT SHOULD BE 4 3/4 SLEEVE ANCHORS SHALL BE }'HILTI SLEEVE ANCHORS", UNLESS NOTED OTHERWISE, MINIMUM EMBEDMENT SHALL BE 1 1 2 INSTALLATION OF EXPANSION AND SLEEVE ANCHORS SHALL CON FORM TO THE MANUFACTURER'S RECOMMENDATIONS. POWDER DRIVEN ANCHORS (PDA'S) SHALL BE "HILTI" OR EQUAL. INSTALLATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. EPDXIED REBAR, BOLTS, OR THREADED RODS SHALL BE INSTALLED ACCORDING TO THE "HILTI HIT SYSTEM". C-100 TYPE CARTRIDGES SHALL BE USED. STRUCTURAL STEEL: MATERIAL: ALL HOT ROLLED STEEL PLATES, SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM SPECIFI CATION A6-84—C, BEAMS, -COLUMNS, EDGE ANGLES, ANGLE HANGERS, BRACES (KICKERS), AND BENT PLATES SHALL CONFORM TO ASTM A441. ALL PIPE COLUMNS SHALL CONFORM TO ASTM A5 (TYPES E OR S), GRADE B OR ASTM A501. ALL SNARE OR RECTANGULAR TUBING SECTIONS SHALL CONFORM TO ASTM A500, GRADE B_ CONNECTIOINS; TYPICAL CONNECTION DETAILS ARE INDICATED ON THE DRAWINGS, DESIGN PROCEDURE. THE DESIGN OF ALL STEEL CONNECTIONS FOR THE PROJECT SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED, EMPLOYED BY THE FABRICATOR. UNLESS NOTED OTHERWISE, PROVIDE FRAMED BEAM CONNECTIONS IN ACCORDANCE WITH PART 4, AISC LOADS ON BEAMS PART 2. FIELD CONNECTIONS SHALL BE EQUIVALENT TO STANDARD BOLTED CONNETlONS USING 4 11 ASTM A-325 (MINIMUM) BOLTS UNLESS OTHERWISE SHOWN. UNLESS (NOTED OTHERWISE, TYPE N BOLTED CONNECTIONS SHALL BE USED. SLIP CRITICAL (sc CLASS A) CONNECTIONS SHALL BE USED IN THE CONNECTIONS OF ALL BRACED FRAMES AND AS SHOWN ON THE DRAWINGS. IT IS THE INTENTION OF THE PLAT AND SPECIFICATIONS THAT SHOP CONNECTIONS BE WELDED OR BOLTED AND THAT FIELD CONNECTIONS BE BOLTED, UNLESS DETAILED DTHER ISE ON THE DRAWINGS. ALL TYPICAL BEAD SIMPLE CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE OFF SINGLE ANGLE FRAMED BEAM CONNECTIONS USING BOLTS AS SPECIFIED IN STRUCTURAL BOLTS AND THREADED FASTENERS SECTION OF THESE GENERAL (NOTES. SINGLE PLATE "SHEAR TAB" CONNECTIONS MAY BE USED PROVIDED THERE IS NO AXIAL FORCE IN THE BEAM AND THEY ARE DESIGNED STRICTLY ACCORDING TO THE PROCEDURE SPECIFIED ON PAGE 4-52 OF THE RISC ASD MANUAL 9TH EDITION). UNLESS A LARGER REACTION IS SHOWN OTHERWISE ON TOTAL UNIFORM LOAD CAPACITY FROM T HE TABLE OF UNIFORM LOAD CONSTANTS IN THE RISC MANUAL PART 2 FOR GIVEN SHAPE, SPAN, AND GRADE OF STEEL ADD TO THE REACTION LISTED ABOVE, ANY LOADS OR REACTIONS OF MEMBERS SUPPORTED BY THE BEACH! WITHIN THREE FEET OF BEAM END AND THE VERTICAL COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING INTO THE BEAM. MINIMUM REACTION CAPACITY SHALL BE 12.0 DIPS AND EACH .CONNECTION SHALL CONTAIN NOT LESS THAN TWO BOLTS_ TEMPORARY SHORING AND BRA IN : THE DESIGN OF ALL TEMPORARY SHORING AND GRACING NOT SHOWN( ON THE DRAWINGS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. FIELD MODIFICATIONS TO STRUCTURAL STEEL, FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD ICI ODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER FOR EACH SPECIFIC CASE. GAL AINI ING: HOT —DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE, WHETHER SPECIFIED ON THE DRAWINGS OR NOT. GALVANIZE ALL NUTS, BOLTS, AND BASHERS USED IN THE CONNECTION OF SUCK STEEL. FIELD WELLED CONNECTIONS SHALL HAVE WELDS PROTECTED WITH " ,R,C. COLD GALVANIZING COMPOUND" AS MANUFACTURED BY Z.R.C. PRODUCTS COMPANY. Steel Notes'. cont I d IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURIH REVIEWED FOR COME. COMPL!€aNCE � � OF_vjlk I ,e a p e e e p / p° °p J e° pp V / .°7 .°,�, °*ea.... ..e. e ��°...°....i HISHAM E`l CHAAR 0 . . .. . . . . .. . . . . .. . . ... / � S/ONAL °°eeeep��G FIRM NUMBER: F-12640 NOTE: RE: D-1 FOR SPECIFICATIONS Follis Construction Inc. Design/Build General Contractors 111 N. Broadway La Porte, Tx.77571 Ph. (281) 471-6881 Fax (281) 411-603$ foil isconstruction. com CUSTOMER: CITY OF LA PORTE PROTECT: LOMAX PARK IMPROVEMENTS anrnraunrcFRs srauD 1508 LOMAX SCHOOL ROAD LA PORTE, TIC. 77571 FS-5 w E-1 DRAIYN BY BJT CHECKED BY JMF SCALE NONE DATE 02-10-14 JOB NO 0 8N DRAWING ITT Rzive,j SEP 16 2014 inspections Divisic- City of la Porte 4, L . _- J. _ . .. .. _ . . _ . _ - _ .... .. _ . - .. _ . _ . ♦ _ .