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1502 W F ST_19-2400_20-1033__________
1502 W. F ST. N19-82000021 METAL BUILDING 1502 W. F 19-82000 rl 1502 W . F ST . 19 -82000021 1502 W . F ST . 19-82000021 1502 W F ST 1502WFST 20-1033 COMM. LAWN SPRINKLER PREPARED 8/ 19/ 20, 11 : 43: 44 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 8/19/20 ------------------------------------------------------------------------------------------------ ADDRESS_ . : 1502 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCT]ON PHONE (832) 289-7080 OMER OAKLAND LAND 8 DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19- 00002400 NEW COMMERCIAL ------------------------------------------------------------------------------------------------ PERMI T: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RVN---- RESULTS/COMMENTS --------- -- BLFI 03 -------- 8/19/20----I - FI NAL, BUI LDI NG _-------__----_-_-___---- TI ME: 13: 00 --'--'__-___-__--'--------""----- _ 08/19/20 @ 8:21am Mike 832-289-7080 Fi nal 7. -------------------------------------- COMMENTS AND NOTES------------------_---------- L�ff City of La Porte OF JOB ADDRESS INSPECTION TYPE: C` DATE: THIS JOB HAS NOT BEEN COMPLETED Ij The following additions or corrections shall be made k. before the job will be accepted �gk la-tt-so .A rV1 0 u ovo I/s d VI r,i ►" G � � riM�.� t � P 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 BALLPOINT PEN . PREPARED 8/ 101 20, 10: 43: 56 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 8/ 10/ 20 ------------------------------------------------------------------------------------------------ ADDRESS : 1502 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289- 7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19- 00002400 NEW, COMMERCIAL ---------------------------------------------------------------------- PERIA T: CB 00 BLDG PERMI T- NEW COMMERCIAL — ------------------------ REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _________________________________________________________________ BLFI 01 8/ 10/ 20 IN FI NAL, BUI LDI NG TI ____________ ME: 08: 00/ _______ �OY4Y i t7 h __________ ________ mi ke @ 832. 289. 7080 .- She bl dg. final %7'� IC 8/10/2020, 10:42:02 AM LAPOJLD --------------- ----�--'-'-- ---- COMMENTS AND NOTES -------- (5 �---------- ---7 C �' � , �J ,A A-D Dawson, Jaycee From: Dawson, Jaycee Sent: Monday, August 10, 2020 10:45 AM To: Manuel, Sandra; Meekins, Clif; Tschappatt, Vickie; Withers, Jennifer, Pena, Maria; Hazelgrove, Brandon Subject: INSPECTION REQUEST INSPECTION REQUEST DATE AND TIME: 08.10.2020 a.m. inspection CONTACT PERSON: MIKE WESTERGREN @ 832.289.7080 TYPE OF INSPECTION: BLDG. FINAL PERMIT NUMBER: 19-2400 ADDRESS: 1502 W F ST. BUSINESS NAME: N/A JAYCEE DAWSON CITY OF LA PORTE PERMIT TECHNICIAN 281.470.5074 1 PREPARED 7/17/20, 8:07:25 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 7/17/20 ________________________________________________________________________________________________ ADDRESS . : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER . . OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL . . : 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ______ _______________________________________________________________ _ PERMIT_ CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ CECO 01 7/17/20 IN BLDG, CEILING COVER TIME: 08:00 _ _ J/16/20 @ 3:03 IN �1w/Jv// //Y1 MIKE 832-289-7080 `'�! CEILING COVER ----------------------------- - COMMENTS AND NOTES ----- /-/q7/��{//j PREPARED 5/ 21 / 20, 1 2: 07: 32 - I NSPECTI ON TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/21120 ADDRESS . : 1502 W F ST`i SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OVMIER OAKLAND LAND R DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19- 00002400 NEW, COMMERCIAL ------------ ---------------------------------------------------------------------- PERMI T: PL 00 BLDG PERMI T PLUMBI NG REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PLI N 01 5/ 20 I N PLBG, PLUMBING INSPECTION TI ME: 13: 00 05-21-20 @ 8AM 281-850-7320 PLBG TOP OUT ------------------------------------- COMMENTS AND NOTES -------------------------------------- ,�j06 PREPARED 5/21/20, 7:08:01 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/21/20 ________________________________________________________________________________________________ ADDRESS . : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE . PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ________________________________________________________ _________--_-__-_---_-________ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _____________________________///���___________________-___-_____-______-__________________--__________ BPWC 01 5/21/20 IN _ // BLDG, PARTIAL WALL COVER TIME: 08:00 __________ ____05-20-20 @ 4PM KIMBERYLY 281-479-4741 WALL COVER ________________________________________________________________________________________________ PERMIT: EL Be BLDG PERMIT ELECTRICAL- COMM SUB: R A WEAVER ELECTRIC INC (281)479-4741 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ______________________________7___________________________________________-_______________________ TMCI 02 5/21/20 IN /y��QV�/ EC, TEMPORARY CUT -IN TIME: 08:00 05 KIMBERYLY 281-479-4741 '0fj ______________________________________ COMMENTS AND NOTES __________________ __________C4 Fj • a� �J • PREPARED 5/ 19/ 20, 12: 05: 24 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/ 19/ 20 ADDRESS : 1502 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW COMMERCIAL ------------------------------------------------------------------------------------------------ PERM T: EL 00 BLDG PERM T ELECTRI CAL- GOMJI SUB: R A HEAVER ELECTRIC INC (281) 479- 4741 REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------ - T MCI 01 5/ 1 9/ 20 I ELEC, TEMPORARY CUT- I N TI ME: 13: 00 CALLED 5/19/20 @ 9:26 KIMBERLY 281-479-4741 TCI -------------------------------------- COMMENTS AND NOTES ----------------------------- /LI_ 1', f p.N s-15-Z� cp 40 City of La Porte u 4� Backflow Prevention Assembly Certified Test and Maintenance Report tieM Planning and InspectIons Public Works Department Fax (281) 470-5005 Fax (281) 470.5129 FW81D C 1010018 NAME OF PROPERTY: D R-."C_ ION PROPERTYADDRESS i S'ZDR- r S EANNUALRETEST ❑CONTACT ❑PHONE ale MAILING ADDRESS: �Odti %7 S7 / PERSON: NO.: $� L - 2-$`i - 70B7L The be wprrwXm enamlyddaud ledewhm b= NSW SnU Mjh h d ecreµWed.by TNRCC mSul = BW Is W04d bM Dm V8 emepl pem.T WL TYPEOFASSEMBLY 19 REDUCED PRESSURE PRINCIPLE M O REDUCED PRESSURE PRINCIPLE. DETECTOR DOUBLE CHECKVALVE pxAO I —I DOUBLECHECK-DETECTOR O . PRESSUREVACUUMBRFA%ER(PVB) SPILL-RESISTANTPRESSUREVACUUMBREAKER WB) MANUFACTURER L i.DEL# � 7 S SERIAL NO. q CY2,-' J3q - srzE I tI LOCATED AT:�_./a�n d`Tn DATE INSTALLED REDUCED PRESSURE►RINCPLS"5EMBLY PRESSURE VACUUM BREAKEAAND SVB DDUBLECNEgC VALVEASSERSLY REUEP VALVE CNECKH CHECK02 AIRRLET CNECKVALVE WMAL EDAT.10• PSID NEIDAT_PSO) OPENED T OPE)MAT NELDAT CLOSED RCN! O CLOSED TDNT OK •2 PBD PRO PSUD IEWM G LEAKED O DIDNCTO O DIDNOTOPEN O LFAKEO O - REPAIRS Me MATERIALS USED /RIAL NRDAT PSm NEEDAT PSID OPEI®AT DPQIEOAT mn AT CLOSEDTlWr LlASEO T161TT D IEeT TESrnur.>:rre�... PSD PBD Pa1D- MOXSIYODEL )—SMXNM OWdT, S' CALIBRATION DATE Z I 1 Is the assembly I !.d In Llcoordlmce vA01 the manufacturers TeC0lNnaWatlORS and/or local mdeS7 / S REMARKS TNEABOVEISCERIW"TORS TRUE.pA.lm mcAnrbd dm smnAen Wtlre vavrtNyp(etOes ldgem(yi 'y� OERTLF®TE^IER'SFRM NAPE [>4u.r�.,C Pl6T CERTiFlEDTESTERDp =AMq TE3TMnRM,SADaREa3 Py Lam( uj r CERTffIBDTESTER ieVeeNm) /� 11 .. , P.y1 7�sar CERTFIEDTESTERNOL ooc 46 � PHON HUMMER (163 520- /Z-1 n wad -ENGINEER TEST DATE S --y/ 26 —loq•NofrYmwlbrafetedW v•w Seesyeem �Tee&gmmVWod LPDeruM6EmuopY, arTekutbe � *TESTING IS REQUIRED ANNUALLYFOR HfGHHEALTHHAIARD LOCA71ONS Rev. 312008 oP '0p City of La Porte 9a Backflow Prevention Assembly Certified Test and Maintenance Report Planning and Inspections Public Works Department Fax (281)470.5005 Fax (281)470.5129 PWS ID#1090018 HAKE OF PROPERTY: ') -.%L INSTALLATION PROPERTYADDRESS / S-v 2_- L.r_1 -- $)" NEW INSTALLATION ANNUAL RETEST ❑ REPLACEMENT ❑ Ptease check mIe MAILING ADDRESS LeL CONTACT PERSON: V PHONE NO.: 2 — Z$9 _ ,70 -90' TM Ltldiowpnve 'Nm.vem4Y dCihU OeleNlus eeNll�tedaN n.H4noemmpasU MTNRCd rsauk9me .rieNaMelb W N.nV�YYIIaNt.�P.M. D.r.TeM� OF ASSEMBLY TYPE REDDCEO PRESSURE PFUNCIPLE (RP) O REDUCED PRESSURE PRJNMPLE- DETECTOR O OMLECHECKVALVEtDC11 O DOLMLECHECK-DETECTOR �. PRESSUREVACUUMBREWERPM SPLLLRESISTANT PRESSUREVACWN BREAKER CM) MANUFACTURER 1 l JIS MODEL# SERIAL NO. LOCATED AT: r DA INSTALLED r REDUCE PRESSURE PRINCPLEASSEWLY PRESSUREVA000N BREAKER ANDSVD OOIIaLECHECKVALVEASNEMY RELIEF VALVE CHECK01 CHECKC AR DRET CHECKVALVE ONTML HELDAT_PBD KEIDAT_PSO OPENEOAT OPEENEDAT HELOAT TEST ClOSEOIICM ❑ mozEDTDHT ❑ MO ..FL_PeD , no LEAKED ❑ LEAKED ❑ DDNOTOPEN ❑ DONOTOPEN '❑ LEAKED ❑ REPAIRS AND MATERIALS USED FUM HELDAT PSID HTDAAT E9 0PEHED^T - DPENEOAT NELDAT QOB®TGNT O LYOSED TIGHT ❑ TEST P3D PSD PSD TEaTOAUDEUSEC '7Y� MANEILKIOEL. I 1 F 7 SJMNTL U�I CCIT� CALIBRATION DATE N the assembly InstaaeE to accordance Min the manufadlveft recommendations and/or local mdes7 Yz R£WTRKS THEAWVELSCFRPMTODETRUE.r�P.W.wbnesQl/�am%%I=I,Wm ofNemmhyNft t.LWaonM T CEROFlm TESYECSTDULNAME t1l/µ--- .e pik" CERTPIEO TESTER (A ,&w IJ TEST" FIRMS ADDRESS AD 81)t (2f / CEtTIFIEOYFSTER(W,n ) Pfr.(•v_ ' `y_775-y1 CERMEOTESTERNO. )3QO�a E/Sr PHONENUMBER (i/j) 1270- /zZ0 woo -ENGINEER ya.vmooTAYm mmAbky TEST DATE 5 _ Z t — ZU �(W r.Aerfc auan b NAreWfor.tA.sr Ovc.1../. �fiSLgklegWeeylm/O6IALSD>LnAsk orlA'orAtbn "'TESTING IS REQUIRED ANNUALLYFOR HIGH HEALTH HAZARD LOCATIONS Rev. 312000 REQUEST Ff3R,TEMPORARY UTILITILES y DATE: 05/I8/2020 7U1 TO: BUILDING OFFICIAL CITY OF LA PORTE LA pORTE, TX 77571 SUBJECT: THE USE OF TEMPORARY UTILITIES -FOR CONSTRUCTION PURPOSES AND TESTING OF EQUIPMENTAT 1502 W F St BUILDING PERMIT NUMBER 1, Oakland Land & DevelopmenfLLC OWNER I,WL Construction AS GENERAL CONTRACTOR I, R.A.Weaver Fle�h•i� 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 porflon.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 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. PREPARED 5101/ 20, 8: 02: 05 INSPECTION TICKET PAGE 5 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 5/01/20 ------------------------------------------------------------------------------------------------ ADDRESS : 1502 W F ST SUBDI V: LA PORTE - CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19- 00002400 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMI T_ CB 00 BLDG PERM T- NEW COMMERCI AL REQUESTED I NSP DESCRIPTION - TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BRKT 01 5/ 011 20 IN BRI CK TI E TI ME: 08: 00 __________ ___ �� JvlI KE @ 832. 289. 7080 /BRICK TIE I NSPEC. 4/3012020, 4:30:52 PM LAPOJLD -------------------------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 3/ 23/ 20, 11 : 06: 26 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/ 23/ 20 ------------------------------------------------------------------------------------------------ ADDRESS : 1532 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OWJER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002398 UNDERGROUND UTILITIES & SLAB ------------------------------------------------------------------------------------------------ PERMI T: UTSL 00 UNDERGROUND UTILITIES & SLAB SUB: LW CONSTRUCTION ( 832) 289- 7080 REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ MI SC 01 3/ 231 20 1 N v � ---------- ---- U/N MI SCELLANOUS INSPECTIONS 03-220 Mike3832-289-7080 TI ME: 13: 00 zCLCJ L Steel insp -------------------------------------- COMMENTS AND NOTES ------- PREPARED 3/23/20, 7:13:00, INSPECTION TICKET PAGE 3 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/23/20 ------------------------------------------------------------------------------------------------ ADDRESS : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ___________________------_-_-----_--__-_-_-_---_---___--__-_---__-----__---___-______-___ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SLAB 02 3/23/20 IN BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 CALLED 3/22/20 @ 9:02 MIKE 832-289-7080 _ FOUNDATION / STEEL ------------------------------------- COMMENTS AND NOTES-------------------------------------- I� PREPARED 3/29/20, 7:09:46 INSPECTION TICKET PAGE 6 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/19/20 ------------------------------------------------------------------------------------------------- ADDRESS . . 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ------------------------------------------ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PRCO 01 3/19/20 IN n BLDG, PRE -POUR CONCRETE TIME: 08:00 __________ / CALLED 8@ 2:08 MIKE 832-289-7080 FO'BYd 8 01'Fi'C'4l / PAVING CONCRETE COMING AT 10:00 -------------------------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 3/ 17/ 20. 10: 37: 12 INSPECTION TICKET PAGE 11 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/17/2( ADDRESS : 1502 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OMER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19- 00002400 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMI T: PL 00 BLDG PERM1 T PLUMBING REQUESTED I NSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---- --- ----------- --'---'--- SEW 02 3/ 17/ 20 IN PLBG, SEVER INSPECTION TI ME: 13: 00 DUSTY @ 281.850.7320 SEVER ( SAMPLE VAELL I NSPEC. ) 3/17/2020, 10:36:59 AM LAPOJLD -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/17/20, 7:16: 05 INSPECTION TICKET PAGE 3 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/17/20 ________________________________________________________________________________________________ ADDRESS . : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE . PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ________________________________________________________________________________________________ PERMIT: PL 00 BLDG PERMIT PLUMBING REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________ SEW 01-3/17/20_-IN%/,-� PLBG, SEWER INSPECTION TIME: 08:00 _ _ CALLED 3/17/20 @ 6:17 DUSTY 281-850-7320 SEWEERR ______________________________________ COMMENTS AND NOTES ______________________________________ PREPARED 3/13/201 9:22:31 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/13/20 ------------------------------------------------------------------------------------------------ ADDRESS . : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMIT: PL 00 BLDG PERMIT PLUMBING REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ GRPL 01 3/13/20 IN n PLBG, PLUMBING, GROUND TIME: 13:00 REC'D AT COUNTER @ 9:15 DUSTY - 281-850-7320 GROUND PLUMBING SEW 01 3/13/20 IN ^ PLBG, SEWER INSPECTION TIME: 13:00 p REC'D AT COUNTER @ 9:15 DUSTY - 281-850-7320 (NA-6✓1 L7�� -------------------------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 3/ 091 20, 8: 23: 39 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3/09/20 ----------- ------------------------------------------------------------------------------------ ADDRESS : 1502 W F ST SUBDI V: LA PORTE CONTRACTOR LW CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW COMMERCIAL ------------------------------------------------------------------------------------------------ PERM T: CB 00 BLDG PERM T- NEW COMMERCI AL REQUESTED I NSP DESCRI PTI ON TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---'---------------------------------------- -------- ------ '-----------�-----'-'-- ---------- ---- SLAB 01 3/ 09/ 20 1 N v BLDG, SLAB/ FOUNDATI ON/ PI ERS TI ME: 13: 00 DRILL PIER INSPECTION ____[/ MIKE MSTERGREN 832.289. 7080 -------------------- ------ COMMENTS AND NOTES ----A.fil�r lAdr6l�V/ PREPARED 3/03/20, 7:26:09 INSPECTION TICKET PAGE 9 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 3103/20 ________________________________________________________________________________________________ ADDRESS . : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR LWI CONSTRUCTION PHONE (832) 289-7080 OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 19-00002400 NEW, COMMERCIAL ____________________________________________________-___---______--__________-__-___ PERMIT: EL 00 BLDG PERMIT ELECTRICAL SUB: R A WEAVER ELECTRIC INC (281)479-4741 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ___________________--------- ----- ____----- ----- TPOL_01 ____3/_____ 03/20 IN �// ELEC,_TEMPORARY_POWER____ POLE TIME:_08:00 ________________________ __________ ___ ///�J L__ CALLED 3/2@2:52 KIMBERLY 281-479-4741 / T-POLE 3 /3/2020, 7:25:51 AM LAPOVFL ______________________________________ COMMENTS AND NOTES ______________________-_______________ City of La Porte 604 W Fai r rmnt Pkwy La Porte, Tx 77571 (281) 470- 5073 1 NSPECTI ON LI NE: (281) 470- 5130 * * * * ZONI NG PERM T*'** ------ --------------------------------------------------------------------- Appi ] cat ] on Number . . . . . 20- 00000046 Dat a 1/ 27/ 20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 Al t er nat a Sear ch Wt hod: Appl ] cat i on t ype description ZONING PERM T Subdivision Narre . . . . . . LA PORTE Property Use . ... . . . . . Property Zoni ng . . . . . I ND - LI GHT ---------------------------------------------------------------------------- Type of Vbrk THOIVPSON I NDUSTRI AL ---------------------------------------------------------------------------- Property owner . . . . . . . OAKLAND LAND & DEVELOPMENT LLC Owner address . . . . . . . . PO BOX 952 NATCHEZ NIS 391210952 k ( ) Other st r uct info . . SI C CODE (ZONING PERM TS) 811310 FLOOD ZONE SHX ---------------------------------------------------------------------------- Per rri t . . . . . . ZONING PERM T Addi t ] anal desc . . Per rri t pi n number . 620989 Per rri t Fee . . . . 50.00 I ssue Date . . . . 1/ 27/ 20 Val uat i on . . . . 0 Expi rat i on Dat e . . 7/ 25/ 20 Qt y Uni t Charge Per Ext ensi on BASE FEE 50.00 ---------------------------------------------------------------------------- Speci al Notes and ConTrent s 1/2712020. 8: 16:04 AM LAPOJLD 1 502 W F ST. 1. NAI CS #811310 2. NAIVE OF BUS[ NESS AND BUS] NESS OWNER: BUI SNESS NAIVE- THOUPSON I NDUSTRI AL SERVICES, LLC OVfiER- GREG THONPSON TYPE OF BUI SNESS: COMVERCI AL AND I NDSUTRI AL MACHINERY AND EQUI PNENT 3. ANY CHANGE OF TENANT, USE, OR OVWERSHI P REQUIRES A NEW ZONING PERM T. 4. 1 F ANY I NTERI OR AND/ OR EXTERI OR I IVPROVEIVENTS ARE ANTI Cl PATED, CHECK VV TH Cl TY FOR POSSI BLE PERM T REQUI RENENTS PRI OR TO COMVENCI NG ANY VURK. 5. 1 F DUNPSTER I S UTI LI ZED AND W THI N PUBLI CE VI EVy APPLI CANT MJST APPLLY FOR City of La Porte 604 W Fai r rrDnt Pkwy La Porte, Tx 77571 (281) 470- 5073 1 NSPECTI ON LI NE: (281) 470- 5130 ****ZONI NG PERM T**** ---------------------------------------------------------------------------- Page 2 App1 i cat i on Nurrber . . . . . 20- 00000046 Dat a 1/ 27/ 20 ------ --------------------------------------------------------------------- Speci al Not es and ConTmnt s AND OBTAIN A PERM T FOR A DUNPSTER ENCLOSURE PRIOR TO CONSTRUCTION 6. PREVIOUSLY APPROVED CERTI FI ED SITE PLAN AVAILABLE: -#19-82000021 7. EXTERIOR STORAGE MJST BE SCREENED 8. CHECK W TH Cl TY FOR POSSI BLE PERM T REQUIREMENTS PRIOR TO PLACEM NT OF ANY NEW FUTURE SI GNAGE. 9. PLACEMENT OF ANY SHI PPI NG CONTAINERS REQUIRES PRIOR CITY APPROVAL 10. APPLICANT IS REQUIRED TO NOTIFY THE I NSPECTI ON DEPARTMENT FOR REQUIRED I NSPECTI ON OF PROPERTY BEFORE UTI LI TI ES W LL BE APPROVED/RELEASED. PLEASE CALL 281-470-5130 TO SCHEDULE I NSPECTI ON IF I NSPECTI ON WkS NOT REQUESTED DURING PERM T ISSUANCE. ---------------------------------------------------------------------------- Fee sumrnry Charged Paid Credi ted Due ----------------- ---------- ---------- ---------- ---------- Per m t Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 ----------- 1-�7-ao96 ------ Dat e ---------------------------------------zed Agent-- Appr oved by BUT I di ng OF f i ci al or Aut hor i zed Agent --Date m �d �ncv won+� (}el-rvua S' City of La Porte 604 W. Fairmont Pkwy. La Porte, TX 77571 uk! I k --k- Planning & Development ZONING PERMIT APPLICATION Phone:281-470-5073 Fax:281-470-5005 www.laportetx.gov PROJECT INFORMATION: ! D TE OF SUBMITTAL114112-0 PROJECTADDRESS: z5L 7'S % PROPERTYOWNER: &nA- L4v..a nC. HCAD PARCEL NO. (13-DIGIT TAX ID): 0- d24 - Ias - boo - C7 CV0 � PROPERTY LEGAL DESCRIPTION: _ 0,%(► Lois 6--I -2 ataanc uner.UL a� PROPOSED BUSINESS NAME: Th 0 ti n Ere a C Seryi zej LAST USE OF BUILDING: DATE USE CEASED: PROPOSED USE OF BUILDING: 41 e'113 1 O (/e e CHECK ALL THAT APPLY: ❑ OWNERSHIP OF PROPERTY -NAME CHANGE ❑ OWNERSHIP OF BUSINESS -NAME CHANGE OF TENANT- NEW TENANT ❑CHANGE IN USE OF PROPERTY NEW COMMERCIAL CONSTRUCTION ❑REALESTATEPURPOSEONLY. THE PROPERTY OWNER REQUESTS ELECTRICALTO BE TURNED ON FOR CLEANING/ VIEWING PURPOSES ONLY. POWER COMPANY REQUIRES CLEARANCEFROM THE CITY OF LA PORTE DUE TO NO CURRENT OCCUPANCY/ PERMIT. BUSINESS OWNER INFORMATION: > BUSINESS OWNER'S NAME: I�/� bn E-MAIL: "" A4iO+alr�a PHONE 1: %- So3 - 773-F©QS PHONE 2: L - 800 - 849-S0VdAX: MAILING ADDRESS OF BUSINESS OWNER: I C24 AJ. - -5. r 5 / CONTACT INFORM: TION CONTACT NAME: L. &,A CONTALCTTITLE: I✓/ ,l PHONE: aS I- 70 - 3 5�5�3 E-MAIL: 6 d APPLICATION CHECKLIST AND SUPPORTING DOCUMENTATIONS (Check applicable boxes): IA�e n COMPLETE ALL (2) PAGES OF APPLICATION. PROVIDE ANSWER TO ALL QUESTIONS. J~,y O J ❑FURNISH COPY OF TEXAS SALE & USE TAX CERTIFICATE. e Y. NOTE TO APPLICANT: NOTA VALID PERMIT UNTI USINEW ftIS OTI IED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. I� AUTHORIZED SIGNATURE: - AUTHORIZED PRINTED NAME: i L - ✓ 'fe STAFF USE ONLY: ZONING DISTRICT: LA FLOOD ZONE: sWk TAXES: Qe CE: 4U NAICS NO. OF PROPOSED USE: Fr(]3y_ ADD TABC/CSO COMMENT FOR RESTAURANT / BAR? ❑ YES •e'Ia/A APPLICATION IS: _e'APPROV❑ DENR NON -CONFORMING ISSUES: DYES eNO DIRECTOR'S SIIG'NATURE: /l 1�yu,.�- C(�-o�ll DATE: (. 2-7• 2 d COMMENT: �(��,YIc(w�w`•.� (Wt&0 APPROVED 8�fl/�(c�i DATE::^,^*>0 PERMIT NUMBER: 2y-(4 Q PG. 1 of 2 City of La Porte 604 W. Fairmont Pkwy. La Porte, TX 77571 Planning & Development ZONING QUESTIONNAIRE Phone: 281-470-5073 Fax:281-470-5005 www.laportetx.gov PROIECTADDRESS: 1. DETAILED DESCRIPTION OF OPERATION%S TO BE PERFORMED TTH S 14ACILITY: rYt a l/' "�G4"✓ �ttll/ U z 60 +I a)e 2. NUMBER OF EMPLOYEES PER BUILDING (IF APPLICABLE): f` 3. WILL TRACTOR TRAILERS BE INVOLVED IN ANYWAY FOR YOUR PROPOSED OPERATIONS? ❑YES ®NO IF YES, DESCRIBE 4. WHATTYPE OF MATERIALS AND PROCESSES WILL BE USED IN YOUR BUSINESS OPERATIONS? MATERIALS: U m e4"• PROCESSES: if IS ^le J[; 5-ewe 5. WHATTYPES OF WILL BE UTILIZED IN YOUR BUSINESS OPERATIONS? jE�QUIPMENT EQUIPMENT: N/GSSUi-e ajar-lee:r %%%QG�'!•Y"� 6. WILL OUTSIDE STORAGE BE UTILIZED IN YOUR BUSINESS OPERATIONS? ®YES ❑NO *IF YES, DESCRIBE WHAT WILL BESTORED OUTSIDE, WHERE IT WILL BE STORED AND PROVIDE PHOTOGRAPHS. 7. —. F]MANUFACFURING DISTRIBUTING ❑RETAIL OPERATIONS / /!'+e DESCRIBE: 5CrrtLe (�%�lJ�/'fs"/B� 8. WHO IS YOUR CUSTOMER BASE? 9. DESCRIPTION qND QUANTITIES OF MATERIALS TO BE STORED INSIDE BUILDING t ✓h — t�/ i/�/ Sz - 7 fit( 10. PROVIDE A LISTAND QUANTITY OFALL HAZARDOUS AND ALL NON HAZARDOUS CHEMICALS TO BE STORED INSIDE AND/ OR OUTSIDE OF BUILDING: (ATTACH SEPARATE SHEET IF NEEDED) IF THIS BUSINESS IS INTENDING TO STORE, USE, PROCESS, OR CREATE HAZARDOUS MATERIALS INSIDE OR OUTSIDE, YOU MAYBE SUBJECT TO COMPLETING A HAZARDOUS MATERIAL MANAGEMENT PLAN (HMIS). PLEASE CONTACTTHE FIRE MARSHAL'S OFFICE AT 281471-3607 FOR INFORMATION AND ADDITIONAL FORMS. M") INSIDE: h OUTSIDE: 11. IS YOUR BUSINESS CURRENTLY OPERATING IN LAAP.P//O��RTEATAADIFFERENTADDRESS? IZYES ❑NO IF YES, PROVIDE ADDRESS: A1, 5- E. lyk, 4,J•/ l. 12. PROVIDE YOUR COMPANY'S CODE (IF KNOWN): NAICS CODE: ���✓�� ECEIVE 13. HAVE YOU RECENTLY PURCHASED THIS PROPERTY?DES �NO I JqN of L IF YES, PROVIDE A COPY OF YOUR DEED AND PROPERTY SURVEY. 9 02 14. ARE YOU CURRENTLY LEASING THIS PROPERTY? ®YES ❑NO BYY- 15. WHO'S NAME IS THE WATER ACCOUNT CURRENTLY IN? ��a�OC •�D.�c2/0� / WHO'S NAME WILL THE WATER ACCOUNT BE TRANSFERRED INTO? ® /,W,-A/e! i PG. 2 of 2 J. 9.2@O IU4O4 WaT ". EN Coal. Htlp �'� SUPENION � N.ntiM Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related parry: 50140 024-10B-000.0001 1602 W F ST CLP OAKLAND LAND & DEVELOPMENT LLC ��4]] - • x ® a6 S Proder&Gamble Professional® MATERIAL SAFETY DATA SHEET 1. Product and Company Identification Material name Dawn Professional Dish Detergent Product Code 95121663 Version # 01 Revision date 05-02-2012 Manufacturer Procter & Gamble Professional Address 2 P&G Plaza Cincinnati Ohio 45202 US P&G Telephone Number. 1-800-332-7787 Emergency 24-hr Telephone CHEMTREC1-800-424-9300 2. Hazards Identification Potential health effects Routes of exposure Inhalation. Ingestion. Skin contact. Eye contact. Eyes Health injuries are not known or expected under normal use. Accidental exposure will cause a mild but transient irritation. Skin Health injuries are not known or expected under normal use. May cause transient irritation. Prolonged or repeated contact may be drying to skin. Inhalation Health injuries are not known or expected under normal use. Ingestion Health injuries are not known or expected under normal use. Ingestion may cause gastrointestinal irritation, nausea, vomiting and diarrhea. Potential environmental effects Considering the limited amount applied during use and the size of the container, the risk of adverse effects is considered small. 3. Composition / Information on Ingredients Components CAS # Percent ALCOHOL SULFATES, SODIUM SALT 68585-47-7 7-13 ALCOHOL ETHOXYSULFATE, SODIUM SALT 68585-34-2 5-10 AMINES, C10-16-ALKYLDIMETHYL, N-OXIDES 70592-80-2 1-5 ETHANOL 64-17-5 1-5 4. First Aid Measures First aid procedures Eye contact After initial flushing, remove any contact lenses and continue fluyq fpr at least 15 minutes. Get medical attention if irritation develops and persists. Skin contact Rinse with water if prolonged contact occurs. Get medical attention if irritation develops and persists. Inhalation Move to fresh air. Ingestion Drink 1 or 2 glasses of water. If ingestion of a large amount does occur, call a poison control center immediately. Material name: Dawn Professional Dish Detergent MSDS US PGP MSDS No. 95121663 Version #: 01 Revision date: 05-02-2012 Print date: 05-02-2012 1/5 • • 5.'Fire Fighting Measures Environmental precautions Prevent further leakage or spillage if safe to do so. Extinguishing media Suitable extinguishing Water. Water fog. Foam. Dry chemical powder. Carbon dioxide (CO2). media Protection of firefighters Specific hazards arising This product will not support sustained combustion when in contact with open flame above the from the chemical indicated flash point. Protective equipment and Wear full protective clothing, including helmet, self-contained positive pressure or pressure precautions for firefighters demand breathing apparatus, protective clothing and face mask. 6. Accidental Release Measures Personal precautions Keep unnecessary personnel away. Wear suitable protective clothing. Environmental precautions Prevent further leakage or spillage if safe to do so. Clean-up methods and materials In case of spills, beware of slippery floors and surfaces. Use,a non-combustible material like and containment measures vermiculite, sand or earth to soak up the product and place into a container for later disposal. Following product recovery, flush area with water. 7. Handling and Storage Handling Use personal protective equipment as required. Keep container closed when not in use. Never return spills in original containers for re -use. Keep out of reach of children. Storage Store in a cool and well -ventilated place. Keep from freezing. 8. Exposure Controls / Personal Protection Occupational exposure limits US. ACGIH Threshold Limit Values Components ETHANOL (64-17-5) STEL US. OSHA Table Z-1 Limits for Air Contaminants (29 CFR 1910.1000) Value 1000 ppm Components Type Value ETHANOL (64-17-5) PEL 1000 ppm 1900 mg/m3 Engineering controls Provide adequate ventilation. Personal protective equipment Eye / face protection Not normally needed. Skin protection Not normally needed. For prolonged or repeated skin contact use suitable protective gloves. Recommended gloves include rubber or neoprene. Respiratory protection Not normally needed. General hygiene Handle in accordance with good industrial hygiene and safety practice. considerations 9. Physical & Chemical Properties Color Dark blue or Yellow Odor Odor threshold Physical state pH Metiing point Freezing point Boiling point . Scented Not available. Liquid. 8.7 - 9.3 Not available. 30 °F (-1.1 °C) Not available: Material name: Dawn Professional Dish Detergent MSDs us PGP MSDS No. 95121663 Version #: 01 Revision date: 05-02-2012 Print date: 05-02-2012 2/5 Flash point 135 °F (46.1 - 57.2 °C) Does not sustain con Evaporation rate Not available. Vapor pressure Not available. Specific gravity 1 Solubility (water) Not available. Partition coefficient Not available (noctanol/water) VOC 5.1514 % estimated Percent volatile 62.975016 % estimated 10. Chemical Stability & Reactivity Information Chemical stability This is a stable material. Conditions to avoid Keep away from heat, sparks and open flame. Hazardous decomposition No hazardous decomposition products are known. products Hazardous polymerization Will not occur. 11. Toxicological Information Toxicological data Components Test Results M ETHANOL (64-17-5) Acute Inhalation LC50 Mouse: 0.039 mg/I 4 Hours Acute Inhalation LC50 Rat: 20000 mg/I 10 Hours Acute Oral LD50 Dog: 5.5 g/kg Acute Oral LD50 Guinea pig: 5.6 g/kg Acute Oral LD50 Mouse: 3450 mg/kg Acute Oral LD50 Rat: 7060 mg/kg Acute Oral LD50 Rat: 6.2 g/kg Acute Other LD50 Mouse: 933 mg/kg Acute Other LD50 Rat: 1440 mg/kg ALCOHOL ETHOXYSULFATE, SODIUM SALT (68585-34-2) Acute Oral Rat: 1.85 g/kg ALCOHOL SULFATES, SODIUM SALT (6858547-7) Acute Oral LD50 Rat: >= 2000 mg/kg AMINES, C10-16-ALKYLDIMETHYL, N-OXIDES (70592-80-2) Acute Oral LD50 Rat: 1330 mg/kg Sensitization Not available. Local effects Contact may irritate or burn eyes. Chronic effects Hazardous by OSHA criteria. Hazardous by WHMIS criteria. Skin corrosion/irritation Not available. 12. Ecological Information Environmental effects Based on ecotoxicity and fate data for the individual ingredients in this specific formulation, and for related consumer household cleaning products formulations, this product is not considered harmful to aquatic organisms or to cause long-term adverse effects in the envir ent at relevant environmental concentrations. This product is intended for dispersive use a o ln$t be disposed of directly into the environment. �e 13. Disposal Considerations /®'�) Waste codes Not regulated. Product is an aqueous solution that contains less than 24% aIL'flhol. Disposal instructions This product, in its present state, when discarded or disposed of, is not a hazardous waste according to Federal regulations (40 CFR 261.4 (b)(4)). Under RCRA, it is the responsibility of the user of the product to determine, at the time of disposal, whether the product meets RCRA criteria for hazardous waste. Dispose of contents/container in accordance with local/regional/national/intemational regulations. Material name: Dawn Professional Dish Detergent Meos us PCP MSDS No. 95121663 Version #: 01 Revision date: 05-02-2012 Print date: 05-02-2012 3/5 I 14. Transport Information DOT Not regulated as dangerous goods. IMDG Not regulated as dangerous goods. IATA Not regulated as dangerous goods. 15. Regulatory Information US federal regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. CERCLA (Superfund) reportable quantity ETHANOL:100 Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard -Yes Delayed Hazard -Yes Fire Hazard - Yes Pressure Hazard - No Reactivity Hazard - No Section 302 extremely No hazardous substance Section 311 hazardous Yes chemical State regulations ILLRTK Contains no Illinois Right To Know toxic substances. US - California Proposition 65 - Carcinogens & Reproductive Toxicity (CRT): Listed substance ETHANOL (CAS 64-17-5) ALCOHOLIC BEVERAGES, WHEN ASSOCIATED WITH ALCOHOL ABUSE ETHANOL IN ALCOHOLIC BEVERAGES ETHYL ALCOHOL IN ALCOHOLIC BEVERAGES US - California Proposition 65 - CRT: Listed date/Carcinogenic substance ETHANOL (CAS 64-17-5) ALCOHOLIC BEVERAGES, WHEN ASSOCIATED WITH ALCOHOL ABUSE ETHANOL IN ALCOHOLIC BEVERAGES US - Connecticut Hazardous Material Survey: Listed substance ETHANOL (CAS 64-17-5) LISTED US - Illinois Chemical Safety Act: Listed substance RCRA HAZARDOUS WASTE NO. D001 (CAS 64-17-5) RCRA HAZARDOUS WASTE NO. D001 UNLISTED HAZARDOUS WASTES CHARACTERISTIC OF IGNITABILITY US -Massachusetts RTK -Substance: Listed substance ETHANOL (CAS 64-17-5) LISTED US - New Jersey Community RTK (EHS Survey): Listed substance US - New Jersey RTK- Hazardous substance 0 US - New Jersey RTK - Special Hazard: Listed substance ETHANOL (CAS 64-17-5) ETHYL ALCOHOL SPEC_HAZAROUS US - New Jersey RTK - Substances: Listed substance ETHANOL (CAS 64-17-5) ETHYL ALCOHOL LISTED US - Pennsylvania RTK - Hazardous Substances: Listed substance ETHANOL (CAS 64-17-5) LISTED Material name: Dawn Professional Dish Detergent MSDS US PGP MSDS No. 95121663 Version M 01 Revision date: 05-02-2012 Print date: 05-02-2012 4/5 US - Rhode Island RTK - Hazen' - _ _ Substances: Listed substance ETHANOL (CAS 64-17-5) LISTED Canadian regulations All ingredients are CEPA approved for import to Canada by Procter & Gamble. This product has been classified in accordance with hazard criteria of the Controlled Products Regulations and the MSDS contains all the information required by the Controlled Products Regulations. Inventory Status Country(s) or region Inventory name On inventory (yes/no)• United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory Yes "A "Yes" indicates that all components of this product comply with the inventory requirements administered by the governing country(s) 16. Other Information HMIS® ratings Health: 2 Flammability: 2 Physical hazard: 0 NFPA ratings Health: 2 Flammability: 2 Instability: 0 Special hazards: Disclaimer This MSDS is intended to provide a brief summary of our knowledge and guidance regarding the use of this material. The information contained here has been compiled from sources considered by Procter & Gamble to be dependable and is accurate to the best of the Company's knowledge. It is not meant to be an all-inclusive document on worldwide hazard communication regulations. This information is offered in good faith. Each user of this material needs to evaluate the conditions of use and design the appropriate protective mechanisms to prevent employee exposures, property damage or release to the environment. Procter & Gamble assumes no responsibility for injury to the recipient or third persons, or for any damage to any property resulting from misuse of the product. Material name: Dawn Professional Dish Detergent MSDS US PGP MSDS No. 95121663 Version #: 01 Revision date: 05-02-2012 Print date: 05-02-2012 6/5 Teepol Products, Murray Road, Orpington Kent BR5 3QY T: 01689 877020 F: 01689 877027 E:sales@teepol.co.uk SAFETY DATA SHEET Revision date: 24/02/2017 Version no 3 Print date: 24/02/2017 SECTION 1 • IDENTIFICATION OF SUBSTANCE/MIXTURE AND OF THE COMPANY/UNDERTAKING 1.1 Product identifiers Trade Name I _�__ Unit Code _Description Multi Purpose Detergent -- ;4 x 5L j0001 �Teepol I eepol — - Multi Purpose Detergent _ — 20 L Drum _ ,0002 Multi Purpose Detergent L Drum _10003 rFeepol Teepol - Purpose Detergent — —_�200 11000 L 1BC 0029 — ITeepol _;Multi — — — — Multi Purpose Detergent — _ — i6 x 1L Squirt 10032 _— ITeepol Multi Purpose Detergent - _ 12 x SOOml __0554 1.2 Relevant identified uses of the substance/mixture and uses advised against Detergent for washing up and general cleaning. 1.3 Details of the supplier of the safety data sheet Company Teepol Products, Address Harvey Waddington, Telephone 01689877020 Murray Road, Fax 01689 877027 Orpington, Kent BR53QY E-Mail sales@teepol.co.uk 1.4 Emergency telephone number +44 (0)1689 877020 (09:00 - 16:00 Monday to Friday) SECTION 2: HAZARD IDENTIFICATION 2.1 Classification of the substance or mixture Classification according to Regulation (EC) No 1272/2008 [EU-GHS/CLP Eye. Irrit. 2, H319 Skin. Irrit. 2, H315 2.2 Label elements Signal ford: Hazard Pictograms: WARNING Hazard Statements: H315 Causes skin irritation. H319 Causes serious eye irritation. Precautionary Statements: Disposal P501 Dispose of contents/container to licensed waste disposal site. Prevention P264 Wash ... thoroughly after handling. Response P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P302+ P352 IF ON SKIN: Wash with plenty of soap and water. P332 + P313 If skin irritation occurs: Get medical advice/attention. Storage P102 Keep out of reach of children. 2.3 Other hazards EUH none None known SECTION 3: COMPOSITIONWORMATION ON INGREDIENTS 3.2. Mixtures Substance Name REACH Reg. No. Sodium Dodecylbenzene Sulphonate 01-2119565112-48-XXXX Hazard Class Hazard Category Skin corrosion/irritation Skin. Irrit. 2 Serious eye damage/irritation Eye. Dam. 1 CAS -No EC -No. Amount [%I 25ISS-30-0 246-68D-4 5-15 Hazard Statements H315 Skin corrosion/irritation H318 Serious eye damage/irritation Substance Name REACH Reg. No. CAS -No EC -No. Amount [%I Sodium C12-CIS Alcohol Ether Sulphate 13150-00-0 236-091-0 <5 Hazard Class Hazard Category Hazard Statements Skin corrosion/irritation Skin. Irrit. 2 H315 Skin corrosion/irritation Serious eye damage/irritation Eye. Dam. 1 H318 Serious eye damage/Irritation SECTION 4: FIRST AID MEASURES 4.1 Description of first aid measures General Advice Remove contaminated clothing. After inhalation Ensure supply of fresh air After contact with stun Rinse off with water After contact with eyes Rinse eyes with water until irritation subsides. After ingestion: If small amount wash out mouth with water and drink clean water. If amount is large give plenty of water to drink, do not induce vomiting and seek medical advise. 4.2 Most important symptoms and effects, bath acute and delayed Eye irritation and reddening 4.3 Indication of any immediate medical attention and special treatment needed Rinse with clean water SECTIONS: FIRE -FIGHTING MEASURES 5.1 Suitable extinguishing media: This product is not flammable. Use fire extinguishing media appropriate for surrounding area. 5.1 Unsuitable extinguishing media: Not applicable. 5J Special' hazards arising from the substance or mixture May produce oxides of carbon, nitrogen, sodium and sulphur. 5.3 Advice fo Fire Fighters Wear self-contained breathing apparatus and protective clothing as'appropriate to the associated fire. SECTION 6: ACCIDENTAL RELEASE MEAS 6.1 Personal precautions, protective equipment and emergency procedures Use appropriate PPE. Avoid breathing vapours if any and ensure adequate ventilation. Cordon off area to other personnel. 6.2 Environmental precaution Do not allow to enter surface water drains, soil/subsoil. 6.3 Methods and material for containment and cleaning up Absorb with sand or binder and dispose of according to local regulations. Small spillages may be flushed to a foul drain. 6.4 Reference to Other Sections: See Section S and 13 for more information on exposure and disposal. SECTION 7: HANDLING and STORAGE 7.1 Precautions for safe handling Provide good ventilation in working area. Wash hands after use and do not allow to enter surface water drains. 7.2 Conditions for safe storage, including any incompatabilities Store only in original containers out of reach of children. Storage temperature should be between 5'C and 30'C. 7.3 Specific end use(s) Use only as directed on the container or label. SECTION 8: EXPOSURE CONTROLS / PERSONAL PROTECTION 8.1 Control paramenters Contains no substances with known occupational exposure limits. 8.2 Exposure Controls Do not eat, drink or smoke whilst working and wash hands after use. Exposure Controls - Eyes: Avoid contact with eyes. Exposure Controls - Skin: Wear vinyl, latex or nitrile gloves. Exposure Controls - Respiratory None required. SECTION 9: PHYSICAL and CHEMICAL PROPERTIES 9.1 Information on basic physical and chemical properties Appearance / Odour Green liquid with Lemon odour (Method: QP22) pH (10% soln.) Meltin¢/freezine point: Flammable / Flash point Relative density Solubility: Viscosity: Oxidising properties: Explosive properties: 6.5-7.5 (Method: QP03) 0'C Not Flammable 1.02 g/cm3 @ 20'Q (Method: QP07) Soluble/dispersible in water 60 - 70s Ford 4 @20'C (Method: QP04) Not applicable. Not applicable. 9.2 Other Information No information available. SECTION 10: STABILITY AND REACTIVITY 10.1 Reactivity: Not known to react with other chemicals 10.2 Chemical Stability: No stability concerns 10.3 Hazardous Reactions: None known 10.6 Hazardous Decomposition Products May produce toxic products of combustion when invoved with a fire. 10.4 Conditions to Avoid: None known 10.5Incompatible Materials: None known SECTION 11: TOXICOLOGICAL INFORMATION I1,1 Information on toxicological effects* • Substance Toxicity Sodium Acute toxicity Dodecylbenzene LD50 Oral - rat - 438 mg/kg Sulphonate Remarks: Sense Organs and Special Senses (Nose, Eye, Ear, and Taste): Eye:Lacrimation. Behavioral:Somnolence (general depressed activity). Diarrhoea Skin corrosion/irritation Skin - rabbit - Skin irritation - 24 h Serious eye damage/eye irritation Eyes - rabbit - Severe eye irritation - 24 h Respiratory or skin sensitization no data available Germ cell mutagenicity no data available Carcinogenicity IARC: No component of this product present at levels greater than or equal to 0.1% is identified as probable, possible or confirmed human carcinogen by ARC. Reproductive toxicity no data available Specific target organ toxicity - single exposure Inhalation - May cause respiratory irritation. Specific target organ toxicity - repeated exposure no data available Aspiration hazard no data available Potential health effects Inhalation May be harmful if inhaled. Causes respiratory tract irritation. Ingestion Harmful if swallowed. Skin May be harmful if absorbed through skin. Causes skin irritation. Eyes Causes eye burns. Signs and Symptoms of Exposure To the best of our knowledge, the chemical, physical, and toxicological properties have not been thoroughly investigated. Additional Information RTECS: DB6825000 Sodium C12-C15 TOXIC DOSE 1- LD 50 >2000 mg/kg (oral rat) Alcohol Ether INHALATION Sulphate May cause irritation to the respiratory system. INGESTION May cause discomfort if swallowed. SKIN CONTACT Irritating to skin. EYE CONTACT May cause severe irritation to eyes. No information regarding interactions between the ingredients in this mixture is available, therefore, the information sh�wtq® ®` above is separately reported for each relevant ingredient used in the mixture even though it may be present below its 4J concentration limit and represent no toxicity in the mixture as a whole. 0 No specific information is available for this mixture, therefore, the following information regarding the relevant substances used in this mixture is provided, even though they may be present below the concentration limit and represent minimal or no toxicity to the environment. Substance ECO Toxicity Sodium 12.1 Toxicity Dodecylbenzene Fish mortality NOEC - Oncorhynchus kisutch -3.1 mg/I - 3d Sulphonate mortality LOEC - Oncorhynchus kisutch - 5.6 mg/1 - 3d Toxicity to daphnia and other aquatic invertebrates .......-,r.., nincr- n....6..:., n —11 1a Sodium 12.2 Persistence and degradability Dodecylbenzene no data available Sulphonate 12.3 Bioaccumulative potential Bioaccumulation Lepomis macrochirus - 28 d -64 µg/1 Bioconcentration factor (BCF): 220 12.4 Mobility in soil no data available 12.5 Results of PBT and vPvB assessment no data available 12.6 Other adverse effects Avoid release to the environment. No data available Sodium C12-C15 12.1 Toxicity Alcohol Ether EC 50,48 Hrs, DAPHNIA, mg/I 1-10 Sulphate IC 50, 72 Hrs, ALGAE, mg/I 1-10 12.2 Persistance and degradability: The product is easily biodegradable. 13.1 Waste treatment methods When disposing of surplus or waste product use suitable PPE etc. ensuring empty containers are rinsed out and disposed of safely. Do not allow product to enter land or surface water drains. Dispose of in accordance with local authority regulations. Do not mix with other waste materials. Y-0111 III IIsYKJ6LIJA 6 10 i• t u _F414 VIONI 14.1 UN number: N/A 14.2 Shipping Name: 14.3 Transport hazard class 14.4 Packing group: Teepol Multi Purpose Detergent None N/A 14.5 Environmental Hazards: None 14.6 Special precautions for user: No information 14.7 Transport in bulk according to Annex H of Marpol 73/78 and the HiC code: No information SECTION 15: REGULATORY INFORMATION 15.1 Safety, health and environment regulationllegislation specific to the substance or mixture EU Legislation Regulation (EC) No 1272/2008 of the European Parliament and of the Council of 16 December 2008 on classification, labelling and packaging of substances and mixtures, amending and repealing Directives 67/548/EEC and 1999/45/EC, and amending Regulation (EC) No 1907/2006. Regulation (EC) No 1907/2006 of the European Parliament and of the Council of 18 December 2006 concerning the Registration, Evaluation, Authorisation and Restriction of Chemicals (REACH), establishing a European Chemicals Agency, amending Directive 1999/45/EC and repealing Council Regulation (EEC) No 793/93 and Commission Regulation (EC) No 1488/94 as 11 as Council Directive 76/769/EEC and Commission Directives 91/155/EEC, 93/67/EEC, 93/105/EC and 2000/21/EC, inclu amendments. Guidance ECHA Guidance on the application of CLP criteria (Version 4: November 2013) ECHA Guidance on the compilation of safety data sheets (Version 2.1: February 2014) 15.2 Chemical safety assessment No information Full text of H-Statements referred to under section 3 "H318 'Causes serious eye damage. H315 Causes skin irritation. Conforms to Mat Spec.: MIL-D-16791G Type 1. Nato No. 7930 99 224 5066. ICN Code: 3402 90 90. Directions: Dish Washing:1 part to 600 parts of hot water. General Cleaning: 1 part to 250 parts of hotwater. Vehicles: 1 part to 450 parts of warm water. Rinse and dry hands after use. If you have damaged or sensitive skin, avold prolonged contact with the neat product or dilute solution. If accidentally splashed Into eyes rinse well with cold water. Further Information: the latest version of this data sheet may be obtained from the Harvey Waddington Web Site at www.tapoleo.uk GLOSSARY: PPE Personelpmcectieo equipment: N/A Notapplicable. NfK Notlmmm DES Occupafionalcsposmalimit TWA Tmreweighted ae., WN Weighttovolume Me data concerned hr this Safety Data Sheathes been supplied for thepurpose ofpmmctmg thehealth and safety ofiadust ial and amme cialusers who are deemed capable ofundemmnding and acting on the information providtd. ANEdALTESTING: TeepolProducls=)do not test their f (shed products on nomads. The information contained in this document is based on information believed to be correct on the date of issue. No warranty or representation, expressed or implied, is made as to the accuracy or completeness ofthis information. The user assumes all liabililyfor any damage or injury resultingfrom abnormal use, from the failure to adhere to recommended practises, orfrom hazards inherent in the nature of the product. In accordance with ourpolicy of incorporating technical lmprovemets, we reserve the right to amend any specification without notice. ZONING PERMIT NOTES ADDRESS: I S03 Vj • (— ��• 1. NAICS# �113eo mmau�' e•� 1 l(L� Nlr�c� Amy TYPE OF BUSINESS 4j,v' p;q%� 2. NAME OF BUSINESS &BUSINESS OWNER: _AoAmcpafI'&& 3. ANY CHANGE OF TENANT, USE, OR OWNERSHIP REQUIRES X NEW ZONING PERMIT. 4. IF ANY INTERIOR AND/OR EXTERIOR IMPROVEMENTS ARE ANTICIPATED, CHECK WITH CITY FOR POSSIBLE PERMIT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. kS. S IF DUMPSTER IS UTILIZED AND WITHIN PUBLIC VIEW, APPLICANT MUST APPLY FOR AND OBTAIN A PERMIT FOR A DUMPSTER ENCLOSURE PRIOR TO CONSTRUCTION. 111. L4 PREVIOUSLY APPROVED CERTIFIED SITE PLAN: # m-7-a-666b Xt OR �. 1 EXTERIORSTORAGE IM.U--+' VV. ScAktvuj ZD. CHECK WITH CITY FOR POSSIBLE PERMIT REQUIREMENTS PRIOR TO PLACEMENT OF ANY NEW /FUTURE SIGNAGE. 0. 1 PLACEMENT OFANYSHIPPING CONTAINERS REQUIRES PRIOR CITYAPPROVAL. DATE APPLICANT IS REQUIRED TO NOTIFY THE INSPECTION DEPARTMENT FOR REQUIRED INSPECTION OF PROPERTY BEFORE UTILITIES WILL BE APPROVED/ RELEASED. PLEASE CALL #281-470-5130 TO SCHEDULE INSPECTION IF INSPECTION WAS NOT REQUESTED DURING PERMIT ISSUANCE. S:\City Planning Share\041NSPEOTIONS DIVISION\Inspections\ZONING PERMIT NOTES.doc PERSON MAKING REQUEST: CITY OF LA PORTE CITY COMMERCIAL/INDUSTRIAL 1 APPLICATION FOR UTILITY SERVICES) copy AL_ W_ 1 STREET ADDRESS (WHERE W/S IS NEEDED): LEGAL DESCRIPTION: BLK: LT: SUBD: DOMESTIC WATER TAP & METER $ a 1 y00 ' 00 SIZE REQUIRED CIRCLE ONE 3/," 1" 1 ''/z" 2" Tin �eTrr * $ �✓�+�-°� IRRIGATION TAP & METER $ �OD.00 SIZE REQUIRED CIRCLE ONE 3/4" 1" 1 V2" 2" +_ oa TOTAL WATER CHARGES $30QO �?-00 SEWER TAP - $315.00 (6" TAP*) $ SEWER INSPECTION FEE $ 25.00 G TOTAL SEWER CHARGES $ 3 qS 00 cTOTAI-WATER &SER CHARGES_ X SIGNATURE OLPERSON MAKING -REQUEST *MINIMUM SIZE TAPS AS PER P. I. C. M. SANITARY SEWER DESIGN REQUIREMENTS, CHAPTER 4, SECTION 4.03-G. NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT. TAP & METER METER ONLY V $388.00 $ 388.00 1" $800.00 $ 450.00 1 %" $1200.00 $ 600.00 2" $2400.00 $ 1700.00 DATE OF PAYMENT: RECEIPT NUMBER: CLERK'S INITIALS: WORK ORDER NUMBER: W- + D /3 Z 35f' SACPSharc\INSPECPION DIVISION\Inspections\Water & Sewer lie on cam-prop.doc (Over 2.5 Ac.) 11-16-05 Rev. CITY OF LA PORTE 604 W FAIRMONT PARKNAY LA PORTE, TEXAS LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y Issue Date Parcel Number . Property Address Subdi vi si on Narm Legal Descr i pt i on Property Zoni ng . Owner Contractor P E R M A N E N T 8/ 19/ 20 024-108-000-0001 1502 W F ST LA PORTE TX 77571 LA PORTE LTS 1 THRU 32 & TR A BLK 826 LA PORTE I ND - LI GHT OAKLAND LAND & DEVELOPMENT LLC LW CONSTRUCTION 832 289-7080 Application number 19-00002400 000 000 Descr i pt i on of Vkbr k NEVV CONNIERCI AL Const r uct i on t ype . . . NOW CONBUSTI BLE I I Occupancy type . . . . M XED USE Flood Zone . . . . . . Approved . . . . . . . -- ------------------------------ ii of B u i I di ng OFf i ci al VOID UNLESS SIGNED BY CHIEF BUILDING OFFI CI AL CL Dawson, Jaycee From: Clowes, Ian Sent: Friday, August 21, 2020 9:05 AM To: Stewart, Chase; Dawson, Jaycee Subject: RE: 1502 W F ST. - PLANNING INSPECTION RESULT Jaycee, Staff completed the Planning inspection for 1502 W. F St. and it passed. Thanks. Ian Clowes I City Planner 604 W. Fairmont Parkway I La Porte, TX 77571 p.281.470.5063 c.832.367.4591 website I map email© ® 0 From: Stewart, Chase Sent: Thursday, August 20, 2020 8:32 AM To: Dawson, Jaycee <DawsonJL@laportetx.gov>; Clowes, Ian <Clowesi@laportetx.gov> Subject: RE: 1502 W F ST. - PLANNING INSPECTION RESULT Jaycee, I can stop out there later this morning. Speaking of finals, did I respond to the Zoom carwash on Spencer? I went out there and their landscaping doesn't match what was approved. I honestly don't remember if I made note of that. Thanks Chase Stewart, LEED Green Associate Planning Technician 604 W. Fairmont Parkway I La Porte, TX 77571 p. 281.470.5065 1 co website I map I email I 6d From: Dawson, Jaycee Sent: Thursday, August 20, 2020 8:27 AM To: Clowes, Ian <Clowesl(cDlaportetx.gov>; Stewart, Chase <StewartCC@laportetx.gov> Subject: 1502 W F ST. - PLANNING INSPECTION RESULT Good Morning, I am currently waiting to approve 1502 W F St. for the final certificate of occupancy. It says subject to planning and I was wondering if they have passed the planning final or do you have a future time to go out there? 1 .i COMMERCIAL W & S WORK ORDER# ISSUE DATE l ja ljaoa0 NEW rA�ADDITION ADDRESS HCAD oats' - 109 - moo - 0()OI LEGAL DESCRIPTION LL.. R a io Loteo (o- ► to , 1 "7 -a-7 ; abandnreA 16 41 e, CONTRACTOR LW-T C.A_n, PH# 1J2-L2 - %Oi'6 DATE L1 ZONING CLASSIFICATION ` +1 X l a 30 adlq � � to • oZQ�� WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT ZONING PERMIT STORM WATER QUALITY PERMIT FILL DIRT PERMIT FLOOD DEVELOPMENT PERMIT 1� mil. tf Iaq-, rj,u. -i 10 S:\CPShare\lnspecdous\COiNIlI.ERCIALINSP SMETAm FLOOD ZONE (PER ENGINEERING) BLDG. PLANS SUBMITTED BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT # 20- 1033 Il-) -;,406 I4 ,Lgoo IQ-2400 8f.ob -20—Ib aZ N/A INSPECTION" DATE `RESULT - INSPECTOR q r.: �•'W+kz: REMARKS T POLE EMAILED CENTERPOINT: TCI FORM REC'D ------------------- ------------------- TCI 5•kcolh 5 Zr•zo D A Cr -yea u MI%' EMAILED CENTERPOINT: 5'r 5 aI• ELEVATION CERT received (if in AE zone) 1. Construction Drawings 2. Building Under Const. 3. Finished Construction 2. 3, 1 • 1 2. 2. 2. 3. 3. 3• GROUND PLUMBING 3-i3 Zc I I • ZaZa AP titP- PIERS SLAB/FOUNDATION/REBAR WATER SERVICE LINE A-? � SEWER-/� 3-11 as A-? n�le ELEC UNDERGROUND ELEC COVER-UP MECH COVER-UP PLBG COVER-UP BRICK TIE 5-(-a-o - J DRIVEWAY SIDEWALKS PLUMBING FINAL MECHANICAL FINAL GAS FINAL EMAILED CENTERPOINT: ELECTRIC FINAL EMAILED CENTERPOINT: IRRIGATION P-A-a-- P ee 1 undo,4F0A i1W 5 MISC INSPEC IONS Pwrt:ai Walr CAver 7- 3 as • 20 g 20 73 5'Zi' 20 ►41' �ip AP M tz MR BUILDING FINAL City of La Porte Fire Marshal's Of�ce Esta6lisked 1892 08/19/2020 Business Information: Business Name: IThompson Industrial Services Address: 11502W.FSt Contact person: IMike Wester en Phone Number: Inspection Type: IFinal FMOInspector: lGalindo Inspection Disposition: Notes: Inspection Information: © Passed Cleared for Power Failed TCO Clil Meekins, Fire Marshal /if' a'A. II -A CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS r,, � r,91 LA PORTE TX 77571 TEMPORARY 30 DAY -'rz 1 /` CERTIFICATE OF OCCUPANCY c VE� 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.. ' ' ......... * ype.............. Flood Zone ...................... 8/10/20 024.108.000.0001 1502 W F ST. LA PORTE TX. 77571 LA PORTE BLK 826 LOTS 6-16, 17-27 AND ABAND. 16' ALLEY LA PORTE TX. IND- LIGHT OAKLAND LAND AND DEVLEOPMENT LWI CONSTRUCTION 19-2400 NEW CONSTRUCTION NON-COMBUSTIBLE II MIXED USE X EXPIRATION DATE: 9/9/20 Approved ....................... pz'o_ k /kulba c. 0Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF LA PORTE 604 W FAIRMONT PARKWAY r— — �'a 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 ...................... 8/10120 024-108-000-0001 1502 W/ F. ST LA PORTE, TEXAS 77571 LA PORTE BLK 826 LOTS 6-16, 17-27 & ABAND. 16' ALLEY LA PORTE, TEXAS IND - LIGHT OAKLAND LAND &DEVELOPMENT LW CONSTRUCTION 19-2400 NEW CONSTRUCTION NON-COMBUSTIBLE II MIXED USE X EXPIRATION DATE: 8110/20 Approved ....................... O_� Building Offici4clJ r VOID UNLESS SIGNED BY BUILDING OFFICIAL i Final Inspection Check Shee Commercial Date: Project Address: Contractor Project Name: File Review Ws 1-9 1. Final Flood Plain Elevation Certificate (if applicable) in file /V. 2. Form Survey (if applicable) in file o 3. Zoning Permit in file 4. Customer Service Inspection Certificate in file r/ 5. Back Flow Prevention Device Test Certificates (bldg & irrigation) in file '- C �E 6. Energy Code final certificate in file,. 7. Fire Marshal building release in file 9F ✓ 8. All required permits in file 'b, 9. All inspections on log complete Field Review Ws 10-17 `z 10. Address # visible from street Al A 11. Sign Permit in file & in compliance (if applicable) bF 12. Sidewalk construction (if applicable) as per site plan J 13. Verify: any required fire separation walls are in place and required rating �7�' ✓, 14. Drainage as per site plan 15. T-Pole removed ✓ 1 16. Fence (if applicable) in compliance �— 17. Landscaping as per site plan 18. Inspection ticket to identify if full or temp 30-day / CO is authorized y 19. City Engineer final approval of SWQP Inspector Signature Date SACPSharcUNSPECTION DIVISIOMInspectionsTinal Inspection Check SheetC=117 62012.doc Jenergy Inspections, Inc. 2012 International Energy Conservation Code Compliance Form Attention: Mark Huber Date: 7/29/2020 Re: IECC compliance for 1502 W. F St., La Porte, TX 77571 Project Address: 1502 W. F St., La Porte, TX 77571 Permit Number: 19-00002400 Owner/Contractor: Oakland Land & Development, LLC This is to confirm that the above referenced project is constructed in compliance with all applicable requirements of the 2012 International Energy Conservation Code. If there are any further questions about this projects IECC compliance, I can be reached at: Jenergy.Inspections, Inc. 3214 Federal Pasadena, TX 77504 713-677-0087 Plan reviewer/Inspector: Jeffrey Ybarra Signature � � Date 7/29/2020 Residential IECC certification # 5225737-79 Commercial IECC certification # 5225737-77 9bytlif9 iG City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report Planning and Inspections Public Works Department Fax (281) 470-5005 Fax (281) 470-5129 laws it) k 1010018 NAME OF PROPERTY: Gti U--/-C ucC� INSTALLATION PROPERTYADDRESS i$'LTnz- L{J r J1— NEW INSTALLATION ANNUAL RETEST ❑ REPLACEMENT ❑ Please check one MAILING ADDRESS: 1"dy I '7S7 CONTACT PERSON: Im v4e PHONE NO.: $'1 L - 2 rfi It ` 70 SL7 The bacId wprevenVon assembly delaged below has been tested and maintained as required by TNRCCregulabms BMIs OMtM dlobeopelaV gv.1Wn2aeplablepammeleal TYPE OF ASSEMBLY REDUCED PRESSURE PRINCIPLE (RP) O REDUCED PRESSURE PRINCIPLE -DETECTOR DOUBLE CHECKVALVE(DOV) O PRESSUREVACUUMBREAKER(PV3) LOCATED N DOUBLE CHECK -DETECTOR SPILL -RESISTANT PRCEESSSUREVACUUM BREAKER (SVB) SERIALNO, q 7jS7j'-{?j SIZE it DATEINSTALLED 4EA1-2Q; REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER AND SVS DOUBLE CHECKVALVE ASSEMBLY RELIEF VALVE CHECK 61 CHECKIQ AIR INLET CHECKVALVE INITIAL YEsT HELDAT1014PSID CLOSED TIGHT ❑ HELOAT_PSSID CLOSEDTIGNT MID OPENED AT 9 2 PSID OPENEDAT PSID HELDAT PSID LEAKED ❑ LEAKED ❑ DID NDTOPEN ❑ DIDNOTOPEN ❑ LEAKED ❑ . REPAIRS _ G AND MATERIALS USED FINAL HELDAT_PSID lHELD AT_P510 OPENED AT OPENED AT HEIR AT TEST PSID PSID PSID CLOSEDTGHT ❑ CLOSED TIGHT ❑ TEST GAUGE USED: - c, ! G MAKE I MODEL 'n / k r SERIAL ND. 03MOf d CALIBRATION DATE Is the assembly Installed In accordance Wilk the manufacturer's recommendations add/or local Codes] �` 3 REMARKS THE ABOVE IS CERTIFIED TO BETRUE, (lha led results reeedtthe smmmbye dness dihe asseof feAV timonly) CERTIFIED TESTERS FIRM UWEt,U11/CERTIFIED :C Plk7 RTIFIED TESTER p D TESTINGFIRMS ADDRESS r) iX- IZf) CERTIFIED TESTER(signalum) "` s �c,J� %75DI CERTIFIED TESTER NO; �QQ toe PHONENUMBER (`7 �) /LO- /2Ln WOC-ENGINEER —Pleam=out ram eorAakfely TEST DATE 57- ^tssf reports must be rrlainadler el least three years 'Otw" Is required upon lmsadaLorLre{au, orrelosaMon "TESTING IS REQUIRED ANNUALLYFOR HIGH HEALTH HAZARD LOCA TIONS Rev. 312006 City of La Porte 9a Backflow Prevention Assembly Certified Test and Maintenance Report ti... Planning and Inspections Public Works Department Fax (281) 470-5005 Fax (281) 470-5129 PINS 10 # 1010018 The alcklI wpreverdlon assembly detailed below has been lesled and malnlalned as required by TNRCCreSuladons , and Is Celled to be opera ft vUWn axeplable pammelem. TYPE OF ASSEMBLY O REDUCED PRESSURE PRINCIPLE (RP) 0 REDUCED PRESSURE PRINCIPLE - DETECTOR O DOUBLE CHECKVALVE(DCV) O DOUBLE CHECK -DETECTOR ! PRESSURE VACUUM BREAKER(PVB) O SPILL -RESISTANT PRESSURE VACUUM BREAKER (SVB) MANUFACTURER W l i -05 MODEL#� SERIAL NO. C..) q_�57 6IZE j I I LOCATED AT: "rn,n• {'}Yt:,�t�L.C" DATE INSTALLED �j REDUCED PRESSURE PRINCIPLE ASSEMBLY pRESSURE VACUUM BREAKER AND SVB DOUBLE CHECKVALVE ASSEMBLY RELIEF VALVE CIIECKp1 I CHECK I I AIR INLET CHECKVALVE INITIAL HELDAT_PSID HELOAT_PSID OPENEDAT OPENEDAT HcLDAT TEST CLOSEDTIGHT ❑ CLOSEDVGHT ❑ PSID _u PSID +.� PSID LEAKED Cl LEAKED ❑ DIDNOTOPEN ElDIDNOTOPEN ❑ LEAKED ❑ REPAIRS AND MATERIALS USED FINAL HELD AT_PSID HELDAT_PSID OPEHEDAT OPENEDAT HELL AT CLOSED TGHT ❑ CLOSED TIGHT ❑ TEST PSID PSID PSID SED, MAKE/MODEL ty SERIALND. CALIBRATION DATE Is the assembly Installed In accordance with the manufacturer's recommendations and/or local codes? REMARKS THE ABOVE IS CERTIFIED TO BE TRUE, jlhe lest resullsreRetl fie saundm_cs o/Me asseraNyB tesling Ume only) CERTIFIED TESTER'S FIRM NAME In� I-) •C (-G{7q CERTIFIED TESTER Wease priq TESTING FIRMS ADDRESS f 0 W(nI : (z� / Y' CERTIFIEDTESTER(synerure) I /I-�- 4' ' 77r __'l CERTIFIED TESTER NO: R 7Z PHONENUMBE /;) w- /2-zo wOC-ENGINEER please bVoutla'm rompktNy TEST DATE -'Tastleporls must Aa retalnedloralleost three years ^'las&y Is required upon Ins(aQalan,repa4, orrelwattan —TESTING IS REQUIRED ANNUALLYFOR HIGH HEALTH HAZARD LOCATIONS 5 z 1 - za Rev. 312006 REQUEST FOR TEMPORARY UTILITILES DATE: 05/18/2020 TO: BUILDING OFFICIAL CITY OF LA PORTE LA PORTE, TX77571 SUBJECT: THE USE OF TEMPORARY UTILITIES. FOR CONSTRUCTION PURPOSES AND TESTING OF EQUIPMENTAT 1502 W F St BUILDING PERMIT NUMBER Oakland Land & LWI Construction LLC OWNER GENERAL CONTRACTOR 1, R A �NPa r F►P AS ELECTRICAL CONTRACTOR request the use of temporary utilities for construction and the testingof equipment, I understand that this in noway gives me permission to occupy or use for storage purposes any building or portion (hereof unless been Inspected, approved, and a Certificate of permits on the building or portion to be occupied had Occupancy issued. We further understand that the temporary utilities maybe disconnected for any violation of the Cade. The General Contractor and owner assume the responsibility for any violation of city ordinance by the subcontractor. Temporary electrical penmits are in force for3 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 front 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 thatthis request will not be issued until all permits required for the building have been issued. E City of La Porte - 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number . . . . . 19-00002400 Date 5/21/20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . IND - LIGHT Application valuation . . . . 800000 ---------------------------------------------------------------------------- Type of Work SEE NARRATIVE ---------------------------------------------------------------------------- Owner Contractor ------------------------ OAKLAND LAND & DEVELOPMENT ------------------------ LLC LWI CONSTRUCTION PO BOX 952 3110 SUFFOLK DR. NATCHEZ MS 391210952 HOUSTON TX 77027 (832) 289-7080 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . MIXED USE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT MECHANICAL Additional desc . . A/C FOR NEW BUILDING Permit pin number 633123 Sub Contractor BARRETT'S HEATING & AIR COND Permit Fee . . . . 81.00 Plan Check Fee .00 Issue Date . . . . 5/21/20 Valuation . . . . 18000 Expiration Date . . 11/17/20 Qty Unit Charge Per Extension BASE FEE 30.00 17.00 3.0000 THOU MECH - $1001 & UP 51.00 ---------------------------------------------------------------------------- Special Notes and Comments 1/27/2020, 8:29:48 AM LAPO3LD COMMERCIAL ADDITION PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department @ 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 19-00002400 Date 5/21/20 ---------------------------------------------------------------------------- Special Notes and Comments 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 12. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD 13. SEPARATE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRIVEWAYS SHALL BE (281)470-5073 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 19-00002400 Date 5/21/20 ------------------------- -- Special Notes and Comments SURFACED WITH MATERIALS SUITABLE TO CONTROL DUST AND DRAINAGE. 17. MINIMUM SIX-INCH (6 ) STUD WALLS SHALL BE REQUIRED WHERE DRAIN, WASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUMINUM CONDUCTORS MAY BE USED IN COMMERCIAL APPLICATIONS AS FOLLOWS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER - TAP 315.00 SEWER INSPECTION FEE-COMM 25.00 WATER - TAP FEE 3200.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- Paid ---------- Credited -------------------- Due Permit Fee Total 81.00 81.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 3540.00 3540.00 .00 .00 Grand Total 3621.00 3621.00 .00 .00 --------(---------- .---------------- ,.. �5 z0�_-7- SI NATURE OF CONTRA OR AUTHORIZED AGENT DATE V s -� (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkvvy BUILDING MECHANICAL PERMIT APPLICATION Fax: 281.470.5005 La Porte TX 77571 permits@laportetx.gov 1. PROJECT INFORMATION RESIDENTIAL PROPERTY COMMERCIAL PROPERTY- PR,pVIDE VALUATION OF MECHANICAL JOB $ I r ©G Cipp� q \ - ADDRESS: i I a�bY HCAD (PARCEL NO.): I nn I DESCRIBE WORK: (6U l�C NOTE: MECHANICAL VENT HOOD REQUIRETDRAWINGS FOR REVIEW PRIOR TO PERMIT ISSUANCE: THIS MECHANICAL JOB IS PART OF A BUILDING PROJECT: ZYES ❑ NO IF YES, PROVIDE BLDG. PERMIT NO.: 2. PROPERTY OWNER: lI La A LQO �� NAME: �°�\5\.kVa -I PHONE NO.: `� T� - T n. MAILING ADDRESS: b • (bbX q c5of E-MAIL: 3. MECHANICAL CONTRACTOR - 1 AA COMPANY NAME: �G V-_1 COMPANY lC _ PHONE NO.: E-MAIL: FAX: MAILING ADDRESS: acra{nil CONTACT PERSON'S NAME: �^ t V✓Yl, Qt� Srr i r`4 e I— PHONE NO.:O-q ' 1I - 1 II g 4. NOTES TO APPLICANT: NOT A VALID PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. • CERTIFICATE OF GENERAL LIABILITY INSURANCE AND STATE LICENSE MUST BE CURRENT WITH STATE OF TEXAS AND CITY OF LA PORTE. PROVIDE CERTIFICATE OF GENERAL LIABILITY INSURANCE WITH CITY OF LA PORTE AS CERTIFICATE HOLDER AND STATE LICENSE TO REGISTER (NO ADDITIONAL FEE). • MECHANICAL PERMIT REQUIRES A LICENSED HVAC CONTRACTOR FOR PERMIT ISSUANCE. • RE -INSPECTION FEE: (RESIDENTIAL $10.00); (COMMERCIAL $35.00) • PERMIT FEE: (RESIDENTIA $10.00 FLAT FIE ; OMMERCIAL: BASED ON MECH. VALUATION) • COMPLETE APPLICATION A D ALL SUPPO DOC MENTS ARE REQUIRED PRIOR TO PERMIT ISSUANCE. APPLICANT SIGNATU E: PRINTED NAME: 0.r DATE:-j-Z1-ZDZO STAFF USE ONLY // al APPROVED FOR ISSUANCE BY: J/LL' DATE: 6 PERMIT NO.: I I -Z 414 6 TOTAL PERMIT FEE: City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Application Number . . . . . 19-00002400 Date 3/13/20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . IND - LIGHT Application valuation . . . . 800000 ---------------------------------------------------------------------------- Type of Work SEE NARRATIVE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OAKLAND LAND & DEVELOPMENT LLC LWI CONSTRUCTION PO BOX 952 3110 SUFFOLK DR. NATCHEZ MS 391210952 HOUSTON TX 77027 (832) 289-7080 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . MIXED USE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT PLUMBING Additional desc . . PLBG FOR NEW BLDG Permit pin number . 625863 Permit Fee . . . . 165.00 Plan Check Fee .00 Issue Date . . . . 3/13/20 Valuation . . . . 0 Expiration Date . . 9/09/20 Qty Unit Charge Per Extension BASE FEE 15.00 16.00 7.5000 EA 'PL - SEWER-NEW,REPAIR,REPLACE 120.00 1.00 15.0000 EA PL - SEPTIC TANK/DRAIN FIELD 15.00 1.00 3.7500 EA PL - WATER HEATER 3.75 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 7.50 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 3.75 - Special Notes and Comments 1/27/2020, 8:29:48 AM LAPOJLD COMMERCIAL ADDITION PERMIT NOTES 1. All NEW development must obtain a water account through the City of La Porte Water Department @ 281-470-5020, prior to Building Permit issuance. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ------------------- -- -- -- Page 2 Application Number . . . . . 19-00002400 Date 3/13/20 ---------------------------------------------------------------------------- Special Notes and Comments 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY ' STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. , 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 12. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD 13. SEPARATE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 19-00002400 Date 3/13/20 ---------------------------------------------------------------------------- Special Notes and Comments REQUIRED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRIVEWAYS SHALL BE SURFACED WITH MATERIALS SUITABLE TO CONTROL DUST AND DRAINAGE. 17. MINIMUM SIX-INCH (6 ) STUD WALLS SHALL BE REQUIRED WHERE DRAIN, WASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUMINUM CONDUCTORS MAY BE USED IN COMMERCIAL APPLICATIONS AS FOLLOWS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER - TAP 315.00 SEWER INSPECTION FEE-COMM 25.00 WATER - TAP FEE 3200.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited -------------------- Due ----------------- Permit Fee Total 165.00 165.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 3540.00 3540.00 .00 .00 Grand Total 3705.00 3705.00 .00 .00 r - -- - - ------- -- - - - --- — ------ �. (SI RE OF CONTRACTOR OR AUTHORIZED AGENT) DATE - (APPROVED BY BUILDING OFFICIAL OR AUTHORIZET) DATE 3 City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkwy BUILDING COMMERCIAL PLUMBING PERMIT APPLICATION Fax: 281.470.5005 La Porte TX 77571 permits@laportetx.gov 1. PROJECT INFORMATION ADDRESS: I 7i DESCRIBE WORK: 1 LCM1r-�� THIS PLUMBING JOB IS PART OF A BUILDING PROJECT: I pOIYES ❑ NO IF YES, PROVIDE BLDG. PERMIT NO.: / %' 2qO D LEI 2. PROPER_T/Y. nOWNER: y NAME: On1,ot"Ok F (�.-c�J PHONE NO.: C2U I- elgz-- MAILING ADDRESS: QO E-MAILADDRESS: LtiL LUY1�. 3. PLUMBING CONTRACTOR: n / COMPANY NAME: 40 t 4me�'Zc !�-L�✓�v��t PHONE NO.: 7F3-5 �`IGZO E-MAILADDRESS: MAILING ADDRESS: /� l CONTACT PERSON: liiLCllo PHONE NO.: ITEM FEE QUANTITY TOTAL PERMIT ISSUE FEE- COMMERCIAL $20.00 1 $20.00 MINIMUM PERMIT FEE $20.00 FIXTURES, DRAINS,&TRAPS $3.75/EACH Ile SEWER (NEW, REPAIR, OR REPLACEMENT) $7.50/EACH I SEPTIC TANK, SEEPAGE PIT, DRAIN FIELD $15.001 EACH WATER HEATER $3.751 EACH GAS PIPING SYSTEM (i TO 4 OUTLETS) $7.50 FLAT FEE GAS PIPING SYSTEM (OVER 4 OUTLETS) $1.501 EACH WATER PIPING AND/ OR WATER TREATING EQUIPMENT INSTALLATION, ALTERATION, REPAIR $7.51)/ EACH DRAIN OR VENT REPAIR/ ALTERATION $7.50/EACH VACUUM BREAKER/ BACKFLOW PROOTECTION (1-5) $3.751 EACH z VACUUM BREAKER/ BACKFLOW PROTECTION (OVER 5) $2.251 EACH 4. NOTES TO APPLICANT: NOT A VALID PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. • CERTIFICATE OF GENERAL LIABILITY INSURANCE AND STATE LICENSE MUST BE CURRENT WITH STATE OF TEXAS AND CITY OF LA PORTE. PROVIDE CERTIFICATE OF GENERAL LIABILITY INSURANCE WITH CITY OF LA PORTE AS CERTIFICATE HOLDER AND STATE LICENSE TO REGISTER (NO ADDITIONAL FEE). • RE -INSPECTION FEE $35.00 • COMPLETE APPLICATION AND ALL SUPPORTING DOCUMENTS REQUIRED PRIOR TT�O,P�EJ/P�v�IT ISSUANCE. / 7 APPLICANT SIGNATURE: PRINTED NAME: DATE: � - I > - FOR STAFF USE ONLY APPROVED FOR ISSUANCE BY: �V/-C".Gu-� �"CfCA�P�^T DATE: PERMIT NO.: -;!� C�a 1 / I_Q d TOTAL PERMIT FEE: 1��� 0 J City of La Port e 604 W Fai r rmnt Pkwy La Porte, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 ---------------------------------------------------------------------------- Appl i cat i on Nurrber . . . . . 19- 00002400 Dat a 3/ 02/ 20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 Al t er nat a Sear ch Mkt hod: Appl i cat i on t ype descr i pt i on NEW COMNERCI AL Subdivision Nane . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . I ND - LIGHT Appl i cat i on val uat i on . . . . 800000 ---------------------------------------------------------------------------- Type of Vlbrk SEE NARRATIVE ---------------------------------------------------------------------------- Ouvn e r Cont r act or ------------------------ ------------------------ OAKLAND LAND & DEVELOPMENT LLC LW CONSTRUCTION PO BOX 952 3110 SUFFOLK DR. NATCHEZ MS 391210952 HOUSTON TX 77027 (832) 289-7080 --------------------- Structure Information 000 000 ---------------------- Const r uct i on Type . . . . . NON- COM3USTI BLE I I Occupancy Type . . . . . . M XED USE ---------------------------------------------------------------------------- 'Per rri t . . . . . . BLDG PERM T ELECTRICAL Addi t i onal desc . . W RE NEW BUI LDI NG Perm t pi n number 624619 Sub Cont r act or R A VIEAVER ELECTRIC INC Per nit Fee . . . . 148.75 Plan Check Fee 00 I ssue Date . . . . 3/ 02/ 20 Val uat i on . . . . 0 Expi r at i on Dat e . . 8/ 29/ 20 Oty Unit Charge Per Extension BASE FEE 20.00 1 . 00 3. 0000 EA ' EL - OUTLETS, SW TCHES ( 1 ST 5) 3. 00 140.00 .6000 EA EL - OUTLETS, SW TCHES ( OTHER) 84.00 1.00 3.7500 EA EL - MTER HEATER 3.75 1 . 00 15.0000 EA EL - NEW M &S/ TCI 15. 00, 1.00 15.0000 EA EL -TEMPORARY SAW POLE(T- POLE) 15.00 2.00 1.5000 EA EL - MDTORS UP TO NOT INC. 1/ 2H 3.00 2.00 2.5000 EA EL - 1/2 HP AND UP TO 10 HP 5.00 ---------------------------------------------------------------------------- Speci al Not es and Comrent s 1/27/2020, 8:29:48 AM LAPOJLD COMVERCI AL ADDI TI ON PERM T NOTES 1. AI I NEW devel oprrent must obt ai n a wat er account t hr ough t he Ci t y of La Por t e Nt er Depar t rnent @ 281- 470- 5020, City of La Porte 604 W Fai r rront Pkwy La Porte, Tx 77571 (281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 Appl i cat i on Number 19-00002400 Speci al Not es and Corrrrent s pr i or t o Bui I di ng Per m t i ssuance. 2. ALL NORK MJST COMPLY W TH THE APPROVED PLANS, I NSPECTI ONS. 3. CONTRACTOR MUST COMPLY W TH ATTACHED FI RE MARSHAL PLAN REVI EW COMVENTS I F APPLICABLE. 4. OMER / CONTRACTOR RESPONSIBLE TO COMPLY W TH TEXAS ACCESSI BI LI TY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERM T APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAW NGS W TH RED LINES, PLAN REVIEW COMVENTS & CERTI FI ED SITE PLAN & I NSPECTI ONS. 6. 1 F ANY FI LL DI RT I S BROUGHT ONTO THE SITE OTHER THAN I NSI DE THE BUILDING FOOTPRI NT, A SEPARATE FI LL DI RT PERM T IS REQUIRED 7. ANY FUTURE REMDDEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERM TS AND I NSPECTI ONS. 8. SEPARATE ELECTRICAL, PLUMBING & NECHANI CAL PERM TS REQUIRED FOR ANY RELATED VCRK. 9. ANY NEW OR PROPOSED SI GNAGE REQUIRES A SEPARATE SIGN PERM T BEFORE INSTALLING ANY SI GNAGE. 10. CALL FOR I NSPECTI ONS BEFORE ANY V1ORK IS COVERED. 11. FINAL ENERGY CODE CERTI FI CATE OF COfVPLI ANCE REQUI RED FROM I CC CERTI FI ED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL I NSPECTI ON IF APPLICABLE. 12. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF VORK MJST BE APPROVED BY THE I NSPECTI ONS DI VI SI ON PRIOR TO COMMENCING CHANGES IN THE FIELD 13. SEPARATE I RRI GATI ON PLANS AND PERM T REQUIRED PRIOR TO I NSTALLI NG THE I RRI GATI ON SYSTEM I RRI GATI ON PLANS REQUIRED TO BE SEALED BY A TEXAS STATE L I CENSED I RRI GATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDW RED AND INTERCONNECTED IF APPLICABLE. Page 2 Dat a 3/ 021 20 City of La Porte 604 W Fai r rront Pkwy La Porte, Tx 77571 (281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 ---------------------------------------------------------------------------- Page 3 Appl i cat i on Nunber . . . . . 19- 00002400 Dat a 3/ 02/ 20 ---------------------------------------------------------------------------- Speci al Notes and Com ent s 15. GFCI RECEPTACLES REQUIRED TO COMPLY W TH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WiERE REQUIRED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRI VEVIAYS SHALL BE SURFACED W TH MATERIALS SUITABLE TO CONTROL DUST AND DRAINAGE. 17. M NI MJM SI X- I NCH (6 ) STUD VALLS SHALL BE REQUI RED WiERE DRAI N, VASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUM NUM CONDUCTORS MAY BE USED IN COMVERCI AL APPLI CATI ONS AS FOLLOV\6: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. ---------------------------------------------------------------------------- Ot her Fees . . . . . . . . . SEVER - TAP 315.00 SEVAER I NSPECTI ON FEE-COMM 25.00 VIATER - TAP FEE 13200.00 ---------------------------------------------------------------------------- Fee sumrary Charged Paid Credi ted W Due ----------------- Per m t Fee Tot al ---------- 148.75 ---------- 148.75 ---------- ---------- .00 .00 PI an Check Total .00 .00 .00 .00 Ot her Fee Tot al 3540.00 3540.00 .00 .00 Grand Total 3688.75 3688.75 .00 .00 ------ -- - - - --------------------- a--.----7----- (SIG RE OF CONTRACTOR"OR AUTHORIZED AGENT) DATE ( APPROVED BY BUILDING OFFI CI AL OR AUTHORIZED AGENT) DATE TO City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkwy BUILDING COMMERCIAL ELECTRICAL PERMIT APPLICATION Fax: 281.470.5005 La Porte TX 77571 permits@laportetx.gov 1. PROJECT INFORMATION ADDRESS: ISD� 1 , K (J C i6 DESCRIBE WORK: l /7 �G<i /A, if THIS ELECTRICAL JOB IS PART OF A BUILDING PROJECT: ❑NO IF YES, PROVIDE BLDG. PERMIT NO.: 2. PROPERTY OWNER: NAME: PHONE NO.: MAILING ADDRESS: E-MAIL ADDRESS: 3. ELECTRICAL ONTRAC/T/OR: / �ci7"S/>G COMPANY NAME: ,a . ✓-G/ PHONE NO.: ;)-of •V7";•-i74« ,/'�C' E-MAILADDRESS: /CW P�i�-ci.� o.[.�mG��<�m��iG. Llov.. ca•N MAILING ADDRESS: �D % �r�3�td SF• c0u-s�� F%-v. 7wk_ -Z-7 CONTACT PERSON: PHONE NO.: £d/ ITEM FEE QUANTITY TOTAL PERMIT ISSUE FEE- COMMERCIAL $20.00 1 $20.00 MINIMUM PERMIT FEE $20.00 OUTLETS, FIXTURES, LIGHTS & SWITCHES $3.00 FIRST FIVE OUTLETS, FIXTURES, LIGHTS & SWITCHES $0.601 EACH (ADDITIONAL) `yfj WASHING MACHINE/ DRYER $2.00/ EACH RANGE RECEPTACLE $3.00/ EACH COOK TOP/ OVEN $3.00/ EACH A/C, WINDOW UNIT RECEPTACLE $3.00/ EACH WATER HEATER $3.75/EACH DISHWASHER/ GARBAGE DISPOSAL $1.50/EACH NEW METER LOOP & SERVICE $15.00/ EACH INCLUDES TEMPORARY CUT -IN TEMPORARY SAW POLE (T-POLE) $15.00/ EACH REPAIR/ REPLACE/ RECONNECT EXISTING $15.00/ EACH METER LOOP & SERVICE MOTOR (UP TO Y. HP) $1.50/ EACH MOTOR (%HP TO LESS THAN 10 HP) $2.50/ EACH Z MOTOR (10 HP TO LESS THAN 50 HP) $3.50/ EACH MOTOR (50 HP AND OVER PER HP) $4.501 EACH 4. NOTES TO APPLICANT: NOT A VALID PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. • CERTIFICATE OF GENERAL LIABILITY INSURANCE AND STATE LICENSE MUST BE CURRENT WITH STATE OF TEXAS AND CITY OF LA PORTE. PROVIDE CERTIFICATE OF GENERAL LIABILITY INSURANCE WITH CITY OF LA PORTE AS CERTIFICATE HOLDER AND STATE E TO REGISTER (NO ADDITIONAL FEE). • RE -INSPECTION F $3 • COMPLETE APP}. CA N A PORTING DOCUMENTS RE D PRIOR TO PERMIT ISSUANCE. APPLICANT SIGNATU /"/ PRINTED NAME: ��' fe-- DATE: 3"d"Z040 FOR STAFF USE ONLY APPROVED FOR ISSUANCE BY: DATE: PERMIT NO.: TOTAL PERMIT FEE: Ci t y of La Porte 604 W Fa[ r rront Pkwy La Porte, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 * * * * BUI LDI NG PERM T**** ---------------------------------------------------------------------------- Appi i cat i on Nurrber . . . . . 19- 00002400 Dat a 1/ 28/ 20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 All t er nat a Sear ch Mat hod: Appl i cat i on t ype description NEW COMVERCI AL Subdi vi si on Narre . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . I ND - LI GHT Appl i cat i on val uat ion . . . . 800000 ---------------------------------------------------------------------------- Type of Vlbrk SEE NARRATIVE ---------------------------------------------------------------------------- Owner Cont r act or ------------------------ ------------------------ OAKLAND LAND & DEVELOPMENT LLC LW CONSTRUCTION PO BOX 952 3110 SUFFOLK DR. NATCHEZ MS 391210952 HOUSTON TX 77027 (832) 289-7080 --------------- '------ Structure Inforrration 000 000 ---------------------- Const r uct i on Type . . . . . NOW COM3USTI BLE I I Occupancy Type . . . . . . M XED USE ------ --------------------------------------------------------------------- Per m t . . . . . . BLDG PERM T- NEW COMVERCI AL Additional desc . . Perrot pin nurrber . 621003 Per m t Fee . . . . 3537.50 Plan Check Fee 1768.75 1 ssue Date . . . . 1/ 27/ 20 Val uat i on . . . . 800000 Expiration Date . . 7/ 25/ 20 Qt y Uni t Charge Per Ext ensi on BASE FEE 2487.50 300.00 3. 5000 THOU BLDG - 500, 001 - UP 1050.00 ---------------------------------------------------------------------------- Speci al Notes and Corrrrent s 1/27/2020, 8:29:48 AM LAPOJLD COMIVERCI AL ADD[ TI ON PERM T NOTES 1 . Al I NEW devel oprrent rrust obt ai n a wat er account t hr ough t he Ci t y of La Por t e Wit er Depar t rrent @ 281- 470- 5020, pr i or t o Bui I di ng Per ro t i ssuance. 2. ALL VYDRK MJST COMPLY W TH THE APPROVED PLANS, I NSPECTI ONS. 3. CONTRACTOR MJST COMPLY W TH ATTACHED FIRE MARSHAL PLAN REVIEW COMVENTS IF APPLICABLE. 4. OVWER / CONTRACTOR RESPONSIBLE TO ---------------------------------------------------- --- (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE ( APPROVED BY BUI LDI NG OFFI CI AL OR AUTHORIZED AGENT) DATE Ci t y of La Porte 604 W Fai r rnont Pkwy La Porte, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 ****BUILDING PERM T* * * * Appl i cat i on Nurrber 19-00002400 Speci al Not es and Comrent s CONPLY W TH TEXAS ACCESSI BI LI TY STANDARDS (TAS) AS REQUI RED. 5. THI S BUI LDI NG PERM T APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAW NGS W TH RED LI NES, PLAN REVI EW COMVENTS & CERTI FI ED SI TE PLAN & I NSPECTI ONS. 6. 1 F ANY FI LL DI RT I S BROUGHT ONTO THE SITE OTHER THAN I NSI DE THE BUILDING FOOTPRI NT, A SEPARATE FI LL DI RT PERM T I S REQUI RED 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERM TS AND I NSPECTI ONS. 8. SEPARATE ELECTRICAL, PLUMBI NG & MECHANICAL PERM TS REQUIRED FOR ANY RELATED W)RK. 9. ANY NEW OR PROPOSED SI GNAGE REQUI RES A SEPARATE SIGN PERM T BEFORE I NSTALLI NG ANY SI GNAGE. 10. CALL FOR I NSPECTI ONS BEFORE ANY V\DRK IS COVERED. 11. FINAL ENERGY CODE CERTI FI CATE OF CONPLI ANCE REQUIRED FROM I CC CERTI FI ED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUI LDI NG FINAL I NSPECTI ON IF APPLICABLE. 12. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MJST BE APPROVED BY THE I NSPECTI ONS DI VI SI ON PRI OR TO COMVENCI NG CHANGES I N THE FI ELD 13. SEPARATE I RRI GATI ON PLANS AND PERM T REQUI RED PRI OR TO I NSTALLI NG THE I RRI GATI ON SYSTEM I RRI GATI ON PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LI CENSED I RRI GATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDW RED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO CONPLY W TH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS VV`iERE REQUI RED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRI VEMYS SHALL BE SURFACED W TH MATERIALS SUITABLE TO Page 2 Dat e 1 / 28/ 20 --------------------------------------------------- ------ (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE ( APPROVED BY BUILDING OFFI CI AL OR AUTHORIZED AGENT) DATE City of La Porte - 604 W Fai r mont Pkwy La Port e, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 * * * *BUI LDI NG PERM T* * * * ---------------------------------------------------------------------------- Page 3 Appl i cat i on Number . . . . . 19- 00002400 Dat a 1/ 27/ 20 ---------------------------------------------------------------------------- Speci al Not es and ConTmnt s CONTROL DUST AND DRAINAGE. 17. M NI MJM SI X- I NCH (6 ) STUD VALLS SHALL BE REQUI RED MERE DRAI N, VASTE, AND VENT PLUM31 NG IS INSTALLED. 18. ALUM NUM CONDUCTORS M4Y BE USED IN COMVERCI AL APPLI CATI ONS AS FOLLOM: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. ---------------------------------------------------------------------------- Fee sumrary Charged Paid Credited Due ------------------------------------- Per m t Fee Tot al 3637.50 3537.50 -------------------- .00 .00 Plan Check Total 1768.75 1768.75 .00 .00 Grand Total 5306.25 5306.25 .00 .00 -� ----------------------- j-��-aoab ------ (APPROVED BY BUI LDI NG OFFI CI AL OR AUTHORIZED AGENT) DATE ECEIVFr7 DEC 0 kur City 604 W. Fairmont Pkwy La Porte TX 77571 Applicant Name: DA&IMAIL 1 HCAD Pamel No. (s 1 Di — f of LEGAL .DESCe2I,P�TIOP Property Owner: t Of44fiLO M LA-411 Ji C w ctDr: ALIT.. et (,.._. 3 Planning & Devi BUILDING PERMIT -Poo— oto / (2) 1z& L. lx - G -/4 M+" cu. 17-Z7 f A&A SS a D.vu Phone: 281.470.5073 Fax: 281.470.5005 permits@laportetx.gov Site Plan No. if applicable: /Phone: IM 6#/ - �1�z-GL dB M�hone A 4%A LL- ats4o.. uol. co.•• idl tlih - baoo Engineer. Mailing Address: E-Mail: Phone: ,' ,� o .�olhn on Con tac Person. MailingAddress: E-Mail:,lm hone: �G-�si ra$n d o � 'o/k- D1 1. cover g3z-Z7'/-709 Project Description: Business/ Project Name: AJi4 ( lee-. A4,10 cit-AX/J#_ Building Use: No. of Stories: Living Sq. Ft. Garage Sq. Ft Porch Sq. Ft. Other Sq. Ft. Total Sq. Ft. SELECT ALL THAT APPLY: 'DOES NOT REQUIRE VALUATION COMMERCIAL VALUATION REpUIRED$ PNEW ❑ ADDITION ❑ REMODEL CULVERTS FOUNDATION q IRRIGATION ❑ SIGN ❑ OTHER 2 FENCE ❑ POOL DRIVEWAY DESCRIBE WORK: 1. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION: ❑ RESIDENTIAL PROJECT: SUBMIT (2) COMPLETE SETS TO SCALE (HARD COPIES) OF CONTRUCTION PLANS FOR REVIEW. ❑ COMMERCIAL PROJECT REQUIRES: 1. (2) COMPLETE SETS (HARD COPIES) OF CONTRUCTION PLANS AND SITE PLAN FOR REVIEW. 2. CD/ Use IN POF FORMAT SHOULD INCLUDE CONSTRUCTION PLANS, SITE PLAN, AND COMPLETE APPLICATION. 3. SITE PLAN FEE DUE AT TIME OF SUBMITTAL. MAJOR SITE PLAN 10 ACRES OR GREATER: $300.00 + $5.00 PER ADDITIONAL ACRE; MINOR SITE PLANLESS THAN 10 ACRES: $200.00 +$5.D0 PER ADDITIONAL ACRE. ❑ CONTRACTOR REQUIREMENTS: CURRENT GENERAL LIABILITY CERTIFICATE OF INSURANCE MINIMUM OF $100,000. CITY OF LA PORTE; 604 W. FAIRMONT PKWY; LA PORTE, TX 77571 AS THE CERTIFICATE HOLDER. IF HOMEOWNER IS CONTRACTOR, MUST FURNISH NOTARIZED HOMESTEAD AFFIDAVIT. (FOR RESIDENTIAL PROJECT ONLY) U NOT A VALID PERMIT UNTIL OWNER/ CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. SITE PLAN FEE IS DUE AT SUBMITTAL OF APPLICATION. AS A CONDITION OF THIS SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF INSPECTING OR VERIFYING INFORMATION PROVIDED IN THIS APPLICATION & THE PLANS SUBMITTED THEREWITH. SIGNATURE OF APP� PRINT044M.' �'6 ^ —' YeH DATE: STAFF USE ONLY: TAXES: CODE ENFOCEMENT: FLOOD ZONE: TYPE QFJCQNSTRUCTION: TYP,F� QF QCCUPANCY: ZONE: It, BASEPERMITFEE PERMITFEE J�.so aAN�^ b8. is Owvflwr TlEiNFU PARIQNID6ZDNEFEE OTNER FEE NEW WATER ACCOUNT SET-UP REQUIRED FOR THIS PROJECT: YES NO PERMIT APPLIGA HUN REGLIVtU BY: 11� y l;,/P�i JA"' / 9 PERMIT NO. APPROVED FOR PERMIT ANC BY: DATE: City of La Porte 604 W Fai r wont Pkwy LaPorte, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 * * * *BUI LDI NG PERM T* * * * ---------------------------------------------------------------------------- Page 3 Appi i cat i on Number . . . . . 19- 00002400 Dat a 1/ 28/ 20 ------ --------------------------------------------------------------------- Speci al Not es and Conrrent s CONTROL DUST AND DRAINAGE. 17. M NI MJM SI X- I NCH (6 ) STUD WALLS SHALL BE REQUI RED VViERE DRAI N, VASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUM NUM CONDUCTORS NAY BE USED IN COMJERCI AL APPLI CATI ONS AS FOLLOVkS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. ---------------------------------------------------------------------------- Fee sumrary Charged Paid Credi ted Due ---------- ----------------------------------------------- Per m t Fee Tot al 3537.50 3537.50 .00 .00 PI an Check Total 1768.75 1768.75 .00 .00 Grand Total 5306.25 5306.25 .00 .00 ------------------------------ ----------------------------- t-1p-1R~ ppab ----------------------------------------------------------- (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE ( APPROVED BY BUILDING OFFI CI AL OR AUTHORIZED AGENT) DATE 0 ��0,C �/�rrQ ►w L [�v� fOvCs ��rA'T 4401, 0: : 0"-/ 'F' �u�pPP ,r(R-rr-�vv a�jJ.'ove at� 5� P" by 14Pa) • (�.y�s-µ,me.{' a-- (�.s�D �pj �" �� ,,,,,,//4,.. �� �icjtd G;`a�l �uf�ltrs5 �t'-" ECEIVED DEC 3 0 2019 BY: �sz �St�r-744 COMMERCIAL PERMIT NOTES, 1. ALL NEW DEVELOPMENT MUST OBTAIN A WATER ACCOUNT THROUGH THE CITY OF LA PORTE WATER DEPARTMENT @ 281-470-5020, PRIOR TO BUILDING PERMIT ISSUANCE. 2. ALL ,WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR'PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 12. 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., 13. SEPARATE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NE&HARDWIRED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRIVEWAYS SHALL BE SURFACED WITH MATERIALS SUITABLE TO CONTROL DUST AND DRAINAGE. 17. MINIMUM SIX-INCH (6") STUD WALLS SHALL BE REQUIRED WHERE DRAIN, WASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUMINUM CONDUCTORS MAY BE USED IN COMMERCIAL APPLICATIONS AS FOLLOWS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. CIT. COPY- l ap�prr - Ar LA PORTE FIRE MARSHAL'S I LA an "' OFFICE "PLAN REVIEW" Date 01/15/2020 Business Name Thompson Industrial Services Address 1502 W F St. Type of Review Construction Contractor LWC Construction Reviewed by Brandon Hazelgrove, Deputy Fire Marshal City Permit # 19-2400 Approval I passed The Applicant shall be responsible to ensue the design specifications and plans are complete and in compliance with the requirements set form In the M15 International Fire Code (IFC) and Local Amendments as well as the applicable referenced Standards listed In Chapter 45 of the 2015 IFC. This plan review Is not intended to be fully inclusive as other requirements may be imposed as warranted by the Fire Marshal or as deemed necessary during on -site inspections by me Fire Marshal's Office. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED SET OF PLANS" ADDITIONAL REQUIREMENTS OF THE 2015 INTERNATIONAL FIRE CODE (IFC) MAY APPLY PER TENANT OCCUPANCY AND USE. 1) 2015 IFC, Section 503.1.1 Buildings and Facilities —Fire Apparatus Access road (FIRE LANES) shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions ofthe exterior walls ofthe first story ofthe building as measured by an approved route around the exterior of the building or facility. 2) 2015 IFC, Sec 3310.1 Required access - Approved vehicle access for firefighting shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 feet of temporary or permanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions. Vehicle access shall be maintained until permanent fire apparatus access roads are available. (Fire Apparatus Access Roads shall be in place prior to vertical construction) 3) Gates across Fire apparatus access roads will require a SEPARATE permit BEFORE installation. 2015 IFC: 503.6 Security gates — Where security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be listed in accordance with UL 325.3 Gates intended for automatic operation shall be designed, constructed and installed to comply with the _reauji=ealts of AST M F 2200. In addition to the 2015 IFC; C� i) The gate shall be designed so the fire Department can perma�Clf[on/ Lock -open the gate in the event of a fire. ��,JJ ii) The gate shall be designed with a manual override switch/ mechanism and located on the gate. iii) A current gate opener, key and/or the gate code shall be provided to the Fire Department. Page I oft 125 South 3rd Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 4) 2015 IFC, Section 1010.1.10.1 Installation -All Exit doors shall have Fire/Panic hardware installed prior to final inspection; a. ALL locking devices on doors in the path of egress are required to unlatch with one operation. b. Egress doors shall be readily openable from the egress side without the use of a key, special knowledge or effort and shall not require tight grasping, tight pinching or twisting of the wrist to operate. c. Panic hardware shall be in accordance with UL 305. d. Fire Exit hardware shall be in accordance with UL I OC and UL 305. e. Thumb -turn / Deadbolts / Double -cylinder locks in the path of egress are not permitted 5) 2015 IFC, Section 1013.1 -Ensure all exit doors and egress path have proper Exit/Emergency lights per the 2015 IFC. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection. 6) 2015 IFC, Section 1008.3.2 Buildings - Emergency lights shall be installed on the interior and exterior areas of the egress doors prior to the Fire Marshal's final inspection. 7) 2015 IFC, Section 906.3 - Fire Extinguishers shall be mounted every 75' of travel to include all Floors prior to the Fire Marshal's final inspection. Refer to Sec 906.3 to determine the actual Fire Extinguishers size/type that this location will require. a) Install a fire extinguisher in the upstairs storage area highlighted on sheet E2.0! b) 2015 IFC, Section 906.5 Conspicuous location - Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. 8) 2015 IFC, Sec 505.1 — Address identification shall be installed, visible from the street and maintained with a minimum of4" tall letters. 9) 2015 IFC, Sec 310.3 — Install "NO SMOKING" signs in the upper and lower storage areas. a) City Ordinance Sec 34-56 — Smoking is prohibited within 25 feet outside entrances, exits, or wheelchair ramps serving any entrance or exit, operable windows, and ventilation systems of enclosed areas where smoking is prohibited. Page 2 of 2 125 South ')'Street, La Porte, TX 77571 * Office: 281-867-4603 *Fax: 281-867-4629 COiviivlERCIAL PLAN REVIEW 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. SACPShare\INSPECTION DIVISION\Inspections\COMMERCIAL PLAN REVIEW NOTES.doc 512011 IV. APPLICABLE CODES Adopted May 13, 2013; Effective July 15, 2013: Ordinance No. 2013-3481 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: Ordinance No. 2011-3388 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) Adopted January 12, 2015; Effective March 13, 2015: Ordinance No. 2015-3563 2015 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE IV. APPLICABLE CODES Adopted May 13, 2013; Effective July 15, 2013: Ordinance No. 2013-3481 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: Ordinance No. 2011-3388 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) Adopted January 12, 2015; Effective March 13, 2015: Ordinance No. 2015-3563 2015 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE M ACWConstruction, LLC 1404 N. Sam Houston Parkway, E. #140, Houston, TX 77032, T-281.449.6300, F-281.449.6335, Email-AES9000@a6l.com August 29, 2019 City of La Porte 604 West Fairmont Parkway LaPorte, Texas 77571 Re: Oakland Land & Development —1502 W F Street—19-82000021 Our letter is in response to the City of La Porte's comment letter dated August 2019. 1) Is this set meter only by the city? • Yes, meter by city backflow by contractor 2) Is this set meter only by the city? • Yes, meter by city backflow by contractor 3) Is this set meter only by the city? • Yes, meter by city backflow by contractor 4) Submit proof from Harris County that associated lots of this development have been split out from parent tract. • See attached HCAD application 5) Water line must be extended for this development or show easement on site plan. • 10' easement added; waterline relocated within easement 6) Property corners on site plan do not match HCAD property corners. • See attached HCAD application 7) Thompson Industrial Services needs to apply for a Zoning Permit. • No response required • Border note #6 revised 8) Verify lot description. Site plan'B' lists lots 5-16. Site plan'C' lists lots 6-16. • Correction made, description corrected and verified (6-16 & 17-27) • See attached drawing for lots verification • See attached HCAD application 9) Show all required setbacks along all property lines on this specific development. • Correction made, setbacks added and shown. 0 20' front setback; 10' side and rear setbacks. Page 2 10) Please provide proof that is an address provided by the City. • See attached email from COLP dated August 15, 2019 • Reference COLP project 414-82000018 • Addressed assigned in RE: Minor Development Site Plan Application— Submittal 41 Review Letter from the COLP dated September 29, 2014 11) **Show required landscaping along the entire road frontage. Corner lots are considered to have 2 front yards. • Correction made. Landscaped added entire 265' frontage of this specific development. 12) **Specify exactly what the sample well is for. Anything besides domestic waste being discharged?** • Note added to site plan "Domestic Discharge only" 13) Depending on discharge type, an oil/grease/grit trap may be required. • Note added to site plan "Domestic Discharge only" 14) Provide owners certificate as shown on the minor development site plan application. • Owners certificate provide; see attached 15) Show on site plan 5% maximum grade on driveways. • Note added to Keynote #3 & 3A "5% max grade" • F street driveway = (18.06—17.20)/ 34.1' = 2.52% • 14' St. driveway = (20.10—19.24)/ 26.6' = 3.23% ***Please refer to Site Plan Checklist in application for document/information requirements. • Correction made; COLP notes added, City approving certificate updated, proposed driveway grade added Should you have any questions, or if further information is required, please contact our office at (281) 449-6300. Bill Campbell ACW 281.449.6300 L: W 1910ak1andlW F Street - B 19-00051CorrespondenceV st Reapl.doc ___ Harris County Appraisal District Information & Assistance Division P.O. Box 920975 Houston TX 77292-0975 No.: REQUEST TO SPLIT OUT OR COMBINE REAL PROPERTY ACCOUNT(S) EWWT�-ro7l!!E Next Tax Year. You may use this form to ask the Harris County Appraisal District to split out property that has been solo from an existing parcel, or to request that two or more parcels be combined into one. After completing the form mail it back to the Hams County Appraisal District at the address above. If you are delivering this form bring it to our Information & Assistance Division located at 13013 Northwest Fwy. If you have any questions, please call (713) 957-7800. Please Print or Type all Information. If you need additional space for listing owners, legal descriptions, or account numbers, please attach additional pages ]$ Split parcel into 2 or more new parcels ❑ Acreage Correction []Pick up improvements d /lSvZ CJ. F Sfi�{ /532 W.JC 5-t��f.l-- 5'f-r«f Ht ❑ If a combination of parcels, list accounts to be combined IX COPY OF DEED MUST BE PROVIDED, INCLUDING THE SURVEYOR'S METES AND BOUNDS DESCRIPTION OF THE PROPERTY(IES) INVOLVED. YOU MUST ALSO PROVIDE EITHER A SURVEY MAP OR A MAP DRAWN TO SCALE SHOWING THE DESIRED CHANGES & WHERE THE IMPROVEMENTS (BUILDINGS) GO. Owner's Name / / (_/a l� r�3n� L�x.+� V- /")c✓r �. t LLc C 0 Mailing Address L .0 ci y 1c /� % 5 Z City State Zip Code �J Daytime Telephone (area code and number) Evening Telephone (area code and number) (on /-vvL-6Lee F (oo/- bo —b oo Legal Description(1) Legal Description (2) A t 70 w ai CLa Q//< SZ6 � to Property Location Address Property Location Address IL () 0 City State Zip Code City State Zip Code /- � /0, 7-X 7 7S 7 f L� 0e,-,z, 7T 77571 I am owner of the property described above and request the Harris County Appraisal District to correct its 0 records to reflect the information listed abov ro �� Signatu Date 8 // 5.4/ q' QPrinted Name Title Any person who makes a false entry upon the foregoing record may be subject to one of the following penalties; 1) confinement in jaff fora tern up to 1 year or a fine not to exceed $3,000 or both such fine and imprisonment; 2) confinement of up to 1 year in a community correctional facility, 3) Imprisonment of not more than 10 years and/or a fine of not more than $10.000 or both such fine and imprisonment as set forth in Section 37.10. Penal Code. Gmail - Addresses for W F St a, - 14th St Page 1 of 2 M Gmail Addresses for W F St and S 14th St 1 message Brooks, Abrin <Bf00ksA@laportetx.gov> To: "oaklandland@gmail.com" <oaklandland@gmail.com> Good afternoon Jeff, Alton, Jr Ogden <oaklandland@gmail.com> Per our phone conversation please see attached for HCAD parcel splits. Also, The requested address for S 141" St: The address across the street is 631, So I am thinking 600 S 14N St Will be a nice address and leaves room for future development. For the addresses on W F St: Thu, Aug 15, 2019 at 3:42 PM If we could have the West most building be 1532 and the other building be 1502 1 think this leaves room for development as well. The above addresses have been verified as clear with CenterPoint. Thoughts? Abrin Brooks, M.S. I GIS Manager 604 W. Fairmont Parkway I La Porte, TX 77671 p.281.470.5059 1 f.281.470.5005 httns://mail.eoosle.eom/maii/ull?ik=36a27d9ce&vieur—nt&search=nll&nermthid--thread R/16/2019 IG- CrnuAim Swk I STH STREET " '^ (60.00' R.O.W.) ISTH STREET (60.00' R.O.W.) A £ ABANDONED ORDINANCE NO. 2015-3585 NORTH - 400.00' mD £ h r � C1 OI 2 rn 4 c A� IO 0 O O O O O O O 0 O 0 O O O O Nfj ° e a ° r° r .r t- r e 10 r r r r r 0-- O O O ° O O O o ' '� ° O O O O O O O , • -i -i a : -I\\'� -I °o} -7 '-I -I -1 -1° -I -i -i -I -1 -i ° m \^ •Qh .eN " l �e u o i a.° c'' I-.i .N m e o - N w I `a °l a N S P i VI V!, oo Fk E OUTH - 0.00' POI. • Bwk ofCuN °NIGII N Guuer II A OWNERS CERTIFICATE I, Alton J, Ogden, Jr., as Owners (whether one or more) of the 1.589 acre tract described in the above and foregoing site plan of 1502 W F Street, La Porte, TX 77571 do hereby establish said development of said property according to all lines, dedications. restrictions and notations on said site plan. I further certify that all improvements shown on said site plan shall be constructed in the locations shown. FURTHER, Owners agree to keep all of the property within the boundaries of this site plan and adjacent to any drainage easement, ditch, drainage ways and easements clear of fences, buildings, planting and other obstructions to the operations and maintenance of the drainage facility and that such abutting property shall not be permitted to drain directly into this easement except by means of an approved drainage structure. In TESTIMONY WHEREOF, Oakland Land & Development, LLC, has caused these presents to be signed by Alton J. Ogden, Jr., its Member -Manager thereunto authorized and attested by its Member -Man e , Jeff Burkhalter, this the 26th day of August, 2019. /,yf/ 1/7 v i� — -A"!saw" ./� �� iI • �,v W By: � Jeff Burkhalter, Member -Manager Oakland Land & Development, LLC RC/ QUALITY NOTICE THE FOLLOWING DOCUMENT(S) REFLECT THE POOR QUALITY OF THE ORIGINAL DOCUMENT(S) Minor Development Site Plan Application V�. F ee4— ?Af,t9_ gZ-0000zt Indicate name, location and xecci i righa of -way, vacated street, or Ale, manmade features) rniri statement Q\4I.4*Sk D This tract is in Food Zoe•, u 4Q201&_t)gAjA �� iQ, ZO 7 Budding Footprint Include the innim i,i i D/ property lines. Setbacks: Show all building setbar i• I., properly line. Parking: Standard size is 9'x18 witli " n w'„ if,, r . r-ara,i,, Chapter 106 of the city's Code of ilydin.;, ,. • . n, , t• , Accessibility Standards. Include pai we, •anir Parking Required un, h,. if- .......,. .,i . Parking Spaces Provided Accessible Parking Spaces Rrgw ed Accessible Parking Spaces Pnndrd U Driveway Access: Harris County „ 170' maintained by said organization Ali ,' requirements outlined in Section / ,equirements. Include a note off Iii, Planning and Development Department — developments, streets (including ige trios, and other natural or r Flood Plain according to FEMA Map ed v� existing) and show distances to (rom each building to the nearest - •�I1 are outlined in Article VI of -d in accordance with ADA/Texas 'is onto public roadways Ire .imply with the city's minimum driveways with all applicable he driveway approach Imax. 5%). Landscaping: Show existing and prop.,,, r•,i 800. Landscape frontage requiremnnl • af. d,...- 106-522 for industrial development n„ :i Or db •.vii , its per Sertion 106.800(c I hK, Symbol: Common Nome ",e,mt, ova,,:.. F� � �► �D� CtUW U"reU& kJAW Parking lot regWrements per Section 104-Rood Number of Parking Space, •', in, •: Number of Trees Required i,. i,o I '.. ,• P..• , .., Species of Shade Trees ProvidrU Planters Required I,atio Ili the requirements of Section 106- loI commercial development and nle gal I a Required: p Proposed: ': rest I �g �� � � 1 -�s;Lp'0ooat t Pr0 1��)(bo4P ;A'A a ACJ/Gss - -Jo HLkk- IA &. aL� - r ssr) . AA lat4 C5J a ti U -- da V), - wad. S ZOtitr (�JW �C ��w^M�SV\ 1�Ll�iti11 �InJ�W� W& JZVL4, VY1U* � �X�'(_ 4P✓j_ n, GW— 1�tlD._A ,� (J`� $ iJ �.. yRme.r _ ) vJ �C iGv. SI an ova �Y�VQIrIC�tb, � Por S„bd+✓���;� a cLJ4 to dwsL -�,d._ S,-ke 1�� 3� �A1s�s �ois S Ile S;t� 0 '-P< 10 c la -tie Legal Description: , Zoning: SIC No.: #, P & Z and/or C.C. Action? Ord./Permit #s: Street/Alley Closing Action? Ord. #s: FORMAT INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST . � r,, ��ll v Job Address: /-5v? V v . � �3 w w Development Name: Oa kaer 4 —1b Type of Business/Development: v R AQdrtion CLP Project No.: # - OObZ � Date Rcv'd. in Inspections: a Ajocr— Allowable Use? Y OR N 00-�6 Engineer or Surveyor Sealed (Dev. Ord 91444; App. E) Yes or No Development Name Shown (Dev. Ord. #1444; App. E) IYes or No Development Type Shown (Dev. Ord. 91444; App. E)or No Legal Description Shown (Dev. Ord #1444; App. E) or No Job Address Shown (Dev. Ord. #1444; App. E) or No Building Footprint Shown (Dev. Ord #1444; App. E) or NoScale of Plat Shown (Dev. Ord #1444;App.E)or No North Arrow Shown (Dev. Ord. #1444; App. E) or No Utility Easements/Alleys —Shown? (Dev. Ord. #1444;App. E)or ONo (IfApplic`able) Flood Zone - " - Shown? (Dev. Ord #1444; App. E) Yes No B.F.E. - Shown? (IfApplicable) Flood Plain Development Permit Required? Received. Inspection Division Site Plan Checklist SPECIAL PERNUTS Page 2 Driveway/Culvert Permit Re ' e . Yes or No (State or County or City) ` (Obtain Copy) Drainage Permit Required? or IM-- (Obtain Copy) Storm Water Quality Permit Required? Yes or No UTILITIES Utility Verification Completed? Results: a) Water Available w/o Extension b) Sewer Available w/o Extension c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? Water Development Fees - (Ord. #759-F) Water Tap Size —( a , (Ord. #759-E) Irrigation Size (Ord. #759-E) Sewer Development Fees - (Ord. 9759-F) Sewer Tap Size — ( ) (Ord. 9759-F) *includes sewer inspection fee charge On & Off -Site Utilities Shown: a) Water Line Size/Routing b) Sewer Line Size/Routing c) Gas Line Size/Routing d) Electric Line Routing (O.H. or Undgd.) Yes or No Yes or No 0 Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord.) See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap) �s or No es or No 8S' or No Yes or No Inspections Division Site Plan Checklist Page 3 ZONING (Chapter 106 of the City's Code of Ordinances) % Maximum Lot Coverage Confirmed? o Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Required Building Setbacks Adequate? Yes or No Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Front - Rear Side Signage in Compliance? (Location, height, size) or o (Sect. 106-871 thru 879) Surface is Dust -Free? (Sect. 106-835[f1) es or Driveway(s) & Approaches in Compliance? (Sect. 106-835, Fig. 10-3 and [e]) (Location, Number, Size, Etc.) Curbing/Curbstops Okay? (Sect. 106-835[i1) or Size of Spaces & Aisles - Adequate? Yes or No (Sect. 106-835[a1Lc-41 and[d]) Regular—10'XI8'; Accessible—14'X20'; Parallel—10'X22' Circulation Aisle — 28' (90-degree parking) 18' (60 & 45-degree) Ratio of Spaces Adequate? (T. 1106.1 Of2003Ed. oflnt'l. Bldg. Code) 100% Masonry/Glass? Yes r No Regular Vs. Accessi e SACPShare\INSPECTION DIVISION\Inspections\Ins Services Site Plan Cklist.docRev Jui2011 Print Details https://publie.hcad.org/records/Print.asp?taxyear=2019&acct=0241080000001 &card=1... HARRIS COUNTY APPRAISAL DISTRICT REAL PROPERTY ACCOUNT INFORMATION 0241080000001 Tax Year: 2019 8 Print Owner and Property Information Owner Name & OAKLAND LAND & DEVELOPMENT LLC Legal Description: LTS 1 THRU 32 & TRS 1A A B & C BLK 826 Mailing Address: PO BOX 952 (ABANDONED 15TH ST & ALLEY) NATCHEZ MS 39121-0952 LA PORTE Property Address: 0 EAST ST LA PORTE TX 77571 State Class Code Land Use Code Building Total Land Building Net Rentable Neighborhood Market Area Map Key Class Units Area Area Area Facet Map@ C2 -- Real, Vacant 8003 -- Land E 0 132,671 0 0 9700.01 351 -- ISO 20 - East of 6253A 580A Commercial Neighborhood Section 3 SF Bay Area Blvd Value Status Information Value Status Notice Date Shared CAD Noticed 04/23/2019 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions Exemption Value ARB Status 2018 Rate 2019 Rate None 020 LA PORTE ISD Certified: 08/02/2019 1.380000 040 HARRIS COUNTY Certified: 08/02/2019 0.418580 041 HARRIS CO FLOOD CNTRL Certified: 08/02/2019 0.028770 042 PORT OF HOUSTON AUTHY Certified: 08/02/2019 0.011550 043 HARRIS CO HOSP DIST Certified: 08/02/2019 0.171080 044 HARRIS CO EDUC DEPT Certified: 08/02/2019 0,005190 047 ISAN JACINTO COM COL D Certified: 08/02/2019 0.179329 071 ICITY OF LAPORTE Certified: 08/02/2019 1 0.710000 Texas law prohibits us from displaying residential phot6graphs, sketches, Floor plans, or information indicating the age of a property owner on our website. You can inspect this information or get a copy at HCAD's information center at 13013 NW Freeway. Valuations Value as of January 1, 2018 Value as of January 1, 2019 Market Appraised Market Appraised Land 265,3421 Land 265,342 Improvement 0 Improvement 0 Total 265,342 265,342 Total 265,342 265,342 Land 1 of 2 8/7/2019, 9:41 AM Print Details https://public.hcad.org/records/Print.asp?taxyear-2019&acct=0241080000001 &card=l... Market Value Land Line Description Site Code Unit Type Units Size Factor Site Factor Appr O/R Factor Appr O/R Reason Total Adj Unit Price Adj Unit Price Value 1 8003 -- Land Neighborhood Section 3 4300 SF 50,000 1.00 1.00 1.00 -- 1.00 2.00 2.00 100,000.00 2 8003 -- Land Neighborhood Section 3 4300 SF 1 82,671 1 1.00 1.00 1 1.00 1 1.00 1 2.001 2.001 165,342.00 Building Vacant (No Building Data) 2 of 2 8/7/2019, 9:41 AM V\lbb App Bu I der for Arc G S 4, R4Ax24------- F A28___^` __ J_____ err 8 n __no_______ P 25______ A ______ A W_24 ____ A1t_-0]LQ.t _P _____E P2 J3 -0039__R �9------ ------F R A14_______Is R19 A W F18 R A 16 +x A .1L,.- 77 - WEST D STREET c 123-348-001-0001 5.4362AC R t Au •�____" A 1 A x3]------- c 3__ x `e R 43--^ R R Rg-0011 A26______R R P15_�___ e R o -P -______-__ 1_ .�RpxiA1222 m� P_ �o,oz-Y_ 1lL014S_._4 RBR 420_1 2423l9 ' 0010 A!80._�_o_ __ _Q__ A WWNOAR"R FIA s 17 134-30 3 1.6000 AC 6000 96 •1__-m R _____ t 2 - W 132 r3.1___ F- x a a_____ R ------ 928______ --------- 927 F _7t4u<nt__^ 926------- 'C24 a-9- R R n10 b ---- —_x P 23 tl -- AZ-_o__--; 3L______' 93 U___, A 4_ o__ I -- 29-----27 �N p_7__, ._26______ A 25 24 -_$---R P22 +x A 13 831 512®_w �T7� P 1 __._____ A14 _-b012_� A19 �D77 _�+ __IS _______ i_18______ _ 's__________' R15 .____R �18_______-A 16 17 +n A R WEST F STREET F A;]-0026--F A Harris _F{90kRFF4AR�---�4 A A29 es R 5R 5_p 28------- ------ R27.__ Count 6 +x 7 i 9 +m 10 ,x I Y 26 W x_Z______ A-8"----- A 26___ A _-0025 25 � R g -0027W 925 U) P 9 _1' P24__ Appraisal 24 ux x 9___A 1�_24_____ e S R10 f0 023__ 123 R F F10_.____g E23_______ ` _o A11_Q__a A-22- District 122 A W R11_______8 P22______- R12. 400 A AZJ__ f 21 _ _ ______"_ K F- 912 _____@ A13_ LOW P21 ______. P20 -001Z_� W13 0 � R W10._ W_19 a19 W S R14------ `A @14_______ R Q 2 134-300-001-0002 3.4450 AC LA PORTE 796 RIP 134-300 A------- . ---------- 1 -32. ' 13 ----{ �_31 . -----R -- -2--- - 3 A r , �!5__ _ 28.------ 27 Q_._. 26 ._ 7-'-- --a' o r_25___.___ _-_ ------- t __ot,1 ---------- _8_ 9 10 ____- -11 0¢' 24� 23---- ------ 22 --- ___---y 12-___--o-::-20-----_. .rt _ 21 W 13 - ----- U.1 ------- D_ �-19 ------ - D _ _________, .__--------- 3z z Z— 31- — ° 3------- 4_______ _26 _______ ------- 9 r __U-______. 22-_______i o 12 12____; .....21____- r 13 __ ______`-15_____ 16 __ x E TRA WEST E STREET o A +x ItA 1 91 + R+ A32__ 2}1__F � _a3______ 3_s 9__-___4129_______- RW4-------A _-'_-•U_��A 5 A28 5------- R -6gR27A 6 R 7 4U P 926_ Qm._ � mI F8 m R F2.3__ge_1= ^_8__ - 0 so 100 200 9 oFeet ig-- PUBLICATION DATE: 27- _ 4117/2019 26- Geospabal or map data 25- maintained by the Hartle A 24 County Appraisal Didw N u for informational purposes 22- 23_ A and may not farve been taH prepared for or be suitable 21 N lorlegal, englnaering, or IN 20 p surveying purposes. It - does not represent an 119 on-marvueM survey and .18 only represents the appmximare location of 117 property boundaries. MAP LOCATION e 32 A31 A30 P 29 .� 2 It2 r a m� P24_� --x - � FACET --o - R R �i o R10�-` _23__�___ e, 4 RII R A2 14_ _--- 35-_____1 R� 4 4 - - r---- kz F21 R Al2e _�___^ _ R2 sz A=13 ------- s "-? 6253A xW-------- 9 15 A AI _B'wTR C ®Omm® VAbb AppBUI der for Arco S Web AppBuilder for ArcGIS In 665 10 400 �0-6 Web AppBuilder for ArcGIS Innovation - New Technology - Better Products - Global Reach 18933 Aldine Westfield - Houston, Texas 77073 Phone: 281-443-9065 - Fax: 281-443-9064 - Toll Free: 888-467-444 September 9, 2019 RIGID S.O. NO.: 65259 :Ike OAKLAND LAND & DEVELOPMENT, LLC ADDRESS: PO BOX 952 NATCHEZ, MS 39121 siQZ Q 330 END -USER: OAKLAND LAND & DEVELOPMENT, LLC ^_ JOBSITE: 1502 WEST F STREET a�nl��� LA PORTE, TX 77571 COUNTY: HARRIS _ BUILDING_END-USE: OFFICE /. WAREHOUSE - Gentlemen: Rigid Global Buildings, LLC, an IAS accredited manufacturer of metal building systems under accreditation criteria AC472, certifies that the above structures were designed in accordance with the A.I.S.C. standards, Specification for Structural Steel Buildings - Allowable Strength Design, ANSI/AISC 360-10 and Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10; the A.I.S.I. standard, North American Specification for the Design of Cold -Formed Steel Structural Members, S100-071S2-10 Edition; the A.W.S. D1.1-10 Structural Welding Code -Steel and A.W.S. D1.3-08 Structural Welding Code - Sheet Steel, and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2012 International Building Code. (Refer to Building Description and Design Loads on succeeding pages) Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. Open web joists, if used and supplied by RGB shall be from a Steel Joist Institute (SJI) approved manufacturer. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Global Buildings, in its approved facility at Houston, Texas. It specifically excludes accessories, anchor bolts, foundation, masonry, or general contract work as well as erection certification. Sincerely, Professional Engineer TBPE Firm Registration: F-3117 ®»......... CARu�� natg o www.RigidBuilding.com Page 1 of 3 Continuation, Rigid S.O. No. 65259 BUILDING DESCRIPTION BUILDING : A FRAME TYPE : RF WIDTH (ft) : 65 LENGTH (ft) : 100 EAVE HEIGHT @ BACK SIDEWALL (ft) : 25 EAVE HEIGHT @ FRONT SIDEWALL (ft) : 25 ROOF SLOPE @ BACK SIDEWALL : 1.0:12 ROOF SLOPE @ FRONT SIDEWALL : 1.0:12 BAY SPACING FROM LEFT TO RIGHT (ft) : 4 at 25 DESIGN LOADS DESIGN CODE DEAD LOAD (psf) COLLATERAL LOAD (psf) WIND LOAD Ultimate Design Wind Speed Nominal Design Wind Speed Risk Category Wind Exposure Enclosure Classification Internal Pressure Coefficient, GCPi Design Wind Pressure For Wall Components Wind Pressure (psf) asd Components Wind Suction (psf) asd Claddings Wind Pressure (psf) asd Claddings Wind Suction (psf) asd LIVE LOAD Primary Framing (psf) Tributary Area Reduction Secondary Framing (psf) SNOW LOAD Ground Snow Load, Pg (psf) Roof Snow Load, Pf (psf) Sloped Roof Snow Load, Ps (psf) Snow Exposure Factor, Ce Snow Importance Factor, Is Thermal Factor, Ct Slope Factor, Cs SEISMIC LOAD Seismic Importance Factor, Ie Seismic Occupancy Category Site Class Mapped Spectral Response Acceleration Spectral Response Coefficient Seismic Design Category : IBC 12 : Metal building structure only by RGB : 1 (Light fixtures) Vult (3 sec. gust) = 155 mph mph Vasd (3 sec. gust) = 120.060 mph II - Normal C Closed 0.180 / -0.180 Based on Nominal 27.17 -29.83 31.84 -34.50 20.00 Yes 20.00 : 0.0 : 0.0 : 0.0 : 1.0 : 1.0 : 1.0 : 1.0 Design Wind Speed CFtvED a 1� DEL 3 0 2019 :S1=0.039 :Shc=0.062 Pape 2 of 3 Continuation, Rigid S.O. No. 65259 Basic Force Resisting Systems Used Total Design Base Shear, V (kips) Response Modification Factors, R Seismic Response Coefficients, Cs Analysis Procedure Used Rainfall Intensity (in/hr) Note: : Steel System Not Specifically Detailed For Seismic Resistance : Rigid Frames : Braced Frames : Longitudinal=1.11 Transverse=2.00 : Rigid Frames = 3.00 : SW X-Bracing = 3.00 : EW X-Bracing = 3.00 : Rigid Frames = 0.026 : SW X-Bracing = 0.026 : EW X-Bracing = 0.026 : Equivalent Lateral Force Procedure : 10.000 Building designed as per TWIA/TDI requirements, Inland I, 120 mph IBC'06 with Texas revisions. l.RGB to design building & provide brackets only for a 10 ton capacity crane at shop area. ASCE rail, crane beam/channel, crane stopper, hoist & trolley are excluded from RGB scope of work. Crane d Crane Bridg Hoist Wheel Wheel Crane ata span: 55ft a weight: 9.7k Trolley: 1.35k Load: 12.4k Base: 8.25ft Classification: C 2. Future mezzanine will not impose any load to RGB structure. 0 ECEjvEo DEC 3 0 2019 Page 3 of 3 11111"IM GENERAL NOTES IA I.dounlron sneP M n xagtle wM R.G.B. NompropncMea in wren Ina appgMble dana , leering 10 design achsemenp e2omIrish. epowable messes.. wa t WAian of lie "AWS SWqunl Weleng Code CIA and of r. R.G.B. manufacturing procNurn ere ttNBM by Refertn carrad nnurel Hounm RG6 N56 II MATERIKB AST. DESIGNATION MIRYIELDETRENGTt HiRNetl Siapes IN S, c 6 L) A5T20i Fy=50 K6I Hm Rc4d 81wI5tuPea rW1 Ady, FY ED MRam] Sbudunl TrobanyN 51 A500 Fy=a21 Squwe Manua lTubing(H6s) ASS) Fy=aS"1 BWCWy Skel Web Pkle ASryA1011 Fy=IS"I SWCLIN skel Fkrrge pk... A52 con Fy=55 KS1 Carol Farmed LgM Gage A A1011 FY=S5KS1 Roolsd.Sneak AIWW3 FY=W.W= CableBrio M75 EM No S.l ,M Rod Boo ABB Fy=36rUM MIN. TENSILE STRENGTH Mammy BON 6 N. .7 Fu=80 K61 Hgn Sbengm BON lt.0 eM k[al A]2STYPEt Fu=120 K51 Hgh Sneno so. (a1'9 m 11?0) A TYPEt Fu=105K6I MCMrBoi[Irtsupppedl AWB 71E155d Gri Fu=SgJO K61 PRIMER sn.P vnmer vim as a ruse inmmawe prime) wmmm meekiM end pertorm d SSPC No, t5 and s RG B. fled Ose per'. .1.1111-pr Ica krre klm expo[rn m Gory Ones odor, Tn5 peal is ndi pers, m me Hm, ibkloreny delelMr. E., r.ud sn.RGB.m .f enopprimerpain)asanresun.limp of ra r.nM apaMbrpNBe sbraAe. R.G.B. sne0 not ere reawnsibk br any M1M eppged pail enebrh 6edbn65AISCLMe OI rd Pnbm tam mbabb.I Ibral ann) NominSa mitl,nass of prmr W be l rid uNna dMmae an sNdka n wand eowmonk to GKyMSEFD OR Sirl COATINGS: sw Cwbad Door. 13 ALL SOLTS ARE 100 a U.1- Ali arruptipm-ads Game uNess er Estrutabn cwne- IATO a IF, Nr-.7. wee lwkd mnerwu) b1 EMxal floor Nobin. WO..13M' A32SN.-n dare wNmn 1.Hlet ..m .I?a a 111.- M'76N wXI1Mwa[nw dl Main .efts -me. splrtt wnn...-AD. aft w.an.. SEE GROSS SECTION for dmensbns NOTE Dns (Oil .1 by euPO. m Icon n.lo nnrrenl apYo and to A325 Ms uraeaa ra1N.maven. bn dmasrg 18 AIDS BOLT TIGMENING REQUIREMENTS All high strength and are Adi unless specifically noted amprM[e. Sbraaunl ions shall be brightened by me tumoUri w nllbretee waned methods in actiondame, wnh me tath Edem, AI6CRCSC.1pedficaWn For Srmi Job. uting AST. .5 ar AapD Sties'. WasMn ere -stru d s... math ' need alga Strength Bons, n- .osuTly sstm waI -.ra r.,.,ad ..,I -mar, InN3aMn.,,.a n a recommended a b..,aa an sedioa. ea and s z.rascmcse. SnuglieN H permMae EXCEPT Ed, me rhOownA annennm: Smse mmam'k in high areas; Seem, Desgn Cagde[ oD, E,F j i g supponhg cares cl gram irg[uppa2ub -i mtvanes veneon, YrgctwareulmrW d) Cmnedcns using AST. so. el Co. -..a usi'rg shpemct "honor 1, ores ""Um"m tM conbedLspec'rlgbam 1.1 CLOSURE STRIPS ARE FUFrvISHEO FOR APPIIGTICN'. INSIDE no., lal pariah el ¢eve Ouni. B.Mea decade prima.. rib bin -U.er cmpnuuus r.Be-i I. 18 ERECTION NOTE: All bncng, slapping, 8 bndpinA snoen one plovAad fly R G. B. fermis builorng o required aal maY ed instaNe ey ire sooner as a pemanent Iran ofthe mucture. n raI.ml mdA rg. regusee for nabioy Maine Ma,."b. and pool rxppn' yheWom the amount of sum beamg one so prawn and .1 as r1eNN IS ERECTION AND UNLOADING NOT BY R. G.B. 110 SNORTAGES any c W n or s.negas by buyer rraan be mods to RGB, Men from (5) w den after delwry, w am n,m wa am consH.M Is rim been waved by me antomer and diedNowetl. 1,I1 CORRECTIONS OF ERRORS AND R EPAIR S I MBMA810 akin bar cwrecpm of a1pN-.IW had- .M ushers R GB. I. em r-NM prior. mernatars mooned reason ter impesee n onushnn8ls Th.wmcaondmmormnmabymauseomrm pHs to dnwme camononM mtn lie. rmaerere.moums of mamng, ckppng and abi and the replacement of minor shortages of anstan il nemW Nn Nerecom.na.re era saq.d m aavn ND Pena Oa BW1iq may, be eNaned kr eleged .,IS wMwr me pre, appowlaIR.GH. BUYER/END USE CUSTOMER RESPONSIBILITIES 2.1 His me n[wnsbly.f. BUYERIEND USE CUSTOMER k..ppaOWe .pprbi am e.wre I....... names from ey, CwrM. she, w Federal Agenda, as required, and to adwaan 20 R.BE, Arabrimre upon recerume such. 22 Rigid GboM Budding.( nereaftermkmd to as R GBf smund speob .'.a Nam unkss nomad omelwve n me COMad Documem.. R.G.B. desgn labricdon 1.11-.1 '.do,", practice, mmods and Iaennm. sn.v E."m m. woM1 won any timer nteryrebbon111 me wMary nDMiAstandety It'd -dean by both ParOe¢ tries me BUYUNASND USE CUSTOMER Is responsible for cannonar, or bdusnns or-dusku from me arNNnunl plans andbr aNcacal . 23 In o[e d doompancks beMeen ROB. structural Gael pk. pa n. ans Iwomer to de. RG B. pkn. ma g^+.rrt Is.cbort s Alse epee a standard Pnctrn, lam Enaml 2,4 Appronl of R.GR drwMee and mandarins Indicates mat 0.OB,has agtf Meryryed eM apprN me COMed WwmMs. Thk appravd ostl4ne. me soMaaalowmM1 amparra one R-GB. aragn eenwpa,.s.m,.iora, eM kaddi(Sedm a MIC(nde eM ENLSrr and fell 3.33) 25 Once In. BUYERIEN. USE CUSTOMER hasegnee R. G. B. Approval Peceege end In. pri Is resumed1w Mnnalpn, an .... a.1i on h1lid to the BUYEW END USE CUSTOMER mcludine mwnrol, aria...nng and other me.. M er ft onal tee-1. tlrurgd" Il he or., rtuar I. monad hem me M1nmatm eM DRAWING PACKAGE SALES NO. 65259 IJOB NO.1 140727 JBUILDING1 A CUSTOMER OAKLAND LAND & DEVELOPMENT, LLC END USER OAKLAND LAND & DEVELOPMENT, LLC END USE OFFICE / WAREHOUSE STREET 1502 WEST F STREET CITY ST ZIP LA PORTE, TX 77571 COUNTY HARRIS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: DESIGN LOADS: Design Code Dead Load (pat) Collateral Load (psf) Wind Load Ultimate Design Wind Speed Nominal Design Wind Speed Risk Category Wind Exposure Internal Pressure Coefficient, GCPi Design Wind Pressure For Wall Components Wind Pressure (psf) Components Wind Suction (psi Claddings Wind Pressure (psf) Claddings Wind Suction (psi) Enclosure Live Load Primary Framing (pal) Trib. Area Reduction Secondary Framing (pi Snow Load Ground Snow Load, Pg (psi) Roof Snow Load, Pt (psi) Sloped Roof Snow Load, Ps (psl) Snow Exposure Factor, Ce Snow Importance Factor, Is Thermal Factor, Cl Sloped Factor, Cs Seismic Load Seismic Importance Factor, le Seismic Occupancy Category Site Class Mapped Spectral Response Acceleration Spectral Response Coefficients Seismic Design Category Basic Force Resisting Systems Used Total Design Base Shear, V (kips) Response Modification Factors, R Seismic Response Coefficient, Cs Analysis Procedure Used Rainfall Intensity pnmr) Other Loads/Requirements Before erecting your building, please see the Rigid Erection & Safety Manual s., BUILDING DESCRIPTION: IBC 12 Width (ft) : 65 Metal building structure only by RGB Length (ft) :too t (Light Futures) Eave HL at BSW (ft) : 25 Eave HL at FSW (ft) :25 Vuft (3 sec. gust) It 155 mph Roof Slope at BSW : 1.0:12 Vasd (3 sec. gust) If 120.060 mph Roof Slope at FSW : 1.0:12 II - Normal Bay Spacing (ft) : 4 at 25 C COVERING AND TRIMS: 0.180 / -0.180 Roof Panels & Trims Based on Nominal Design Wind Speed Panel Type : 26 Ga. PBR 45.289 x 0.6 = 27.17 Panel Color : Solar White :-49.712 x 0.6=-29.83 Roof Tnm Colors Eave Trim S2000 Standard : 53.073 x 0.6 = 31.84 Eave Gutter S2000 Standard :-57.496 x 0.6=-34.50 Gable Trim S2000 Standard Closed Wall Panel & Trims Panel Type : 26 Ga. PER 20ol) Panel Color : Ash Gray :yes Wall Trim Colors 20.00 Comer Trims : S2000 Standard Opening Trims : S2000 Standard : 0.000 Downspouts : S2000 Standard 0 Wainscot Panel & Trims :0 Panel Type .26 Ga. PBR : 1.000 Panel Color 'te : 1.000 Trim Colors : S2000 Standard 1.000 Wainscot Trim Colors : S2000 Standard : 1.000 Liner Wall Panel & Trims Panel Type :26 Ga. PER 1.00 Panel Color : Solar White It - Normal Liner Trim Colors : Solar White D Canopy Roof Panel & Trims :Ss = 0.070 :31 = 0.039 Panel Type :� Sds = 0.078 :Soli = 0.062 Panel Color :5 0 nand A Roof Trim Colors : 52000 Sundard Steel System Not Specifically Detailed Canopy Soffit Panel & Trims For Seismic Resistance Panel Type � 8 Rigid Frames Panel Color : S 00 tan and Braced Frames Soffit Trim Colors : S2000 Standard Longitudinal= 1.11 Transverse= 2.00 Rigid Frames = 3.00 Notes: SW X-Bracing = 3.00 1. RGB to design building & provide brackets only for 10 ton EW X-Bracing = 3.00 capi crane at shop area. ASCE rail, crane bearNchannel, Rigid Frames = 0.026 crane stopper, hoist & trolley are excluded from RGB scope of work. ' X-Bracing W S g = 0.028 EW X-Bracing = 0.028 Crane Data Equivalent Lateral Force Procedure Crane span: 55 ft 10.000 Bridge weight: 9.7k Building designed asppeen TWIAITDI requirements, Inland I, 120mph, IBC'06 Hoist Trolley: 1.35k with Texas revisions. Wheel Load: 12.4k Wheel Base: 8.25 ft Crane Classification: C 2. Future mezzanine will mot impose any load to RGB structure. 28 The BUYEIVEND USE CUSTOMER n nomination for.cant prgetl w,dinawn. AS nkaM1q, wnDemelly, and desgn cgreadsrgpns wrrteme t any maderWs nor bmem"IiR.G.B. and RGB, veal sysem are to Am samuraiand woNnaled th me SUYERi USE CUSTOMER. Sheri design moth wrsemi,g this proms a between boymnam mat be Nmkned pebre raMeu for kbr Con or RGB. eemidn pops W Adrpm hymen n4 and Commnds , ABC LMe of SIaM[N Pradke, lash Eaton) 2T is are 11.1-61 all. BUYER.£NO USE LUSTCMER to am-tlW RGB, Olen[ campy, cash bra a Pa.... me... ofarty Aowmmg WMag euNorXma. The supplyong of sealed enplarne ng data and er[wMgs be the metal duthang system does nol Imply' el wnaffs. an adamant Wt RG B. or. assign enAbeers are atlhg as 1. al,ru ar a mandi wde[gn pmkssianal br a consWcrwn Mpa These dna inns am T N.ka aNro"ary me Megn arm. ewauralwmwnema bmklwa by 0.G.0. '2B The BUYERi USE CUSTOMER he nspansible for aeNnB of anchor I. and enenon 11111 In accordance calm R. G.B.'For Canso actual dnwar9[ of Tenponry supports such as guy[, Offs, lad --Try, moping or other a.-- requeea IDr 11. minn wanton Shay be dremered an -Shed end naklka Eyme ¢rend,. m Mrrm snnuld be pum asW loom ry sat or dmm�gs, mduang encpor Polk. Use onryfinal FO ONSTRULTION ORAWING$'br am use, ISom, 7 NBC CW.of Sk NPncpce, lGm Ednan.) g Rg p.i eardmgs bn... nsmie for b. eea9n aflw... poBN ^e t(e nsfer al.,-1 btlween em base p ash dN eMhw loft ar she efing andIon' on. lu.,wre[ponsibklwm.banmrolanc raft mrte[ to ma wnareb,.nmor pore emoMm.m orme Mequeq of me mcMr oorc masM. Sc-ded UNess Dmerwrte provided Omar R G,B. mme or Me reason. gown Wae[ren and arivereartab it umMedesgn mekml ash lM IwMeosowlwMalonerMequate USE CUSTOMS END USE CUSTOMER snouts sombre sal adequate pmvrsge are made l grime buneetl ared by oy[damnnd Inds. and .that Mpoead lode¢, end paBriri9 npaclry olme soA eM oY,ar conditions of Me berads di i comeonsofB n. rw i,rCrwagaf eon e1-m-nl a oa rouneaoon of me paaerng pe 4a RealMred Registered PmressanM ergmeoeiw^ding err. desgn arils or'.pya of sucn abudures_ (CNgar B' Sea]en ] 22 MeN Building Syslanu. Menue12012 EONonI 210 Normal section operations mtlude the wnections of mmw misfm by mean¢ amounn of mmi or, ipperg,-S., or cg, uttinand Ina drTM^A al ekmenh rile fed mmugh rM uv a(airn qns. Eire wnrch unnof be wma.a pane bApolrp means or M,th rryuu. Thor verge[ n rrwrrCw cwrgnencn.n to be repose areredmbly to RGB by me BUYERi USE CUSTOMER, m enable wTwwr a re[ponskk Other to cameo the error or to epprom, me,mst amaem.nd awmMc method of Cambodia-b be used by amen. (seaWn 7 NSe code W P Standard napw. um Eamon) 2tl h..r lM bankers. nor me BUYElUENO USE CUSTOMER. aL dfl wMawrse ale, ha of or ter wM1 of sh om do., to ercomrcd.. olnw bades. umm. sucn wog k We, [prated ofme wnlre. docunxnm vier vet sucn wor m speafied, Its BUYERIEND USE CUSTOMER of ro,onaW for N-ming mbmapon as tomatenea. se., Indent area nuW eomplme Barapons pmr to Orin.,...^ par shop d,ea ire. (secfia 7 AISC ashe Into Padw. lam Ed.) 212 WARNING N^n aranoaM Cainwme neN caned Berme T M conryndlon wash lead or copper Both lead and oppperhm hemdul W apbrome,efkds on me GSMluma alley..Ming oven they an M bed. wen GNuelure peel pamb. Evan mnoR ad. answer .I"xvnp, or Wbag oma GaMlu^e mouU bra... 2.13 SAFETY COMMITMENT Rigid Clonal Buildings has a wmrMmnl to man"am un Ii ouYdng wnponems and ran be lately er.d. I HoareariMeready, wmmTment and ti to practice¢ of era erodes .1. bromi the wnoW of R G.B. Ifa smani broil -dad cot sm.odrarg mnadknI and retail 21a 2t5 [ta[l and D irmeeongsM "' �$paeNO Tne f herd he..n ��yvnb m handling molggLt� a ano.®n�d M(Refwen®: M.)M. rooh b Wa/M ce, depth or nacned, In muimam emw depth the drag n amw kN end m. mnaey of arrow trier. Ica kiiIIIIINONNUCAD (IN P6F) FI]NNAT 4ATYlg3a1RATMY IIN INC S) RECOMMENDED SNOWHEIGM NN H sI YIIBISNONI�Igrob .Ara FIR" 20 IN lux 30 1 or a.. a0 1 B als. B,W Si M. to25 w 1DBo 70 3.1 11.55 w eageow 12N NOTE: For 6mw8o Rem nl PraoOae.R b Me3l I'iiq Syden WwN2012 EdiuL Sader ABA, Page ASQ SUAUNG CF THISIX wW DOES NOTIMPLY %} 7 OR CONSTITUTE THAT R O IGI GLOBALENGMEER /Naai•a •Nor e.sDR G.. I6 THE ENGINEER OF RECORD OR THE DESIGN , /. PROFESSIONAL FOR THIS PROJECT.ONLY THE ' V (�a. DESIGN DG THE METAL 6UCDING 6Y6TEMA6 �•• '=i ems NflNISHED6V RIM IS INCLtAED.GWI.IOATYNI / :�� ANALYSIS, ELECTRICAL AND MECMANICK RIGIOI ST AWOR O SYSTEMS. TXER PARTS SUPPLED 6T ANYONE OTHER O • EXCLUDED. NO INSPECTION OR SV MA5 US�1 C / � •, THAN ARE 6PECiFICALLY I WLEO. A I CODt UNLOADING. HANDLING AND STORING OF MATERIALS STRUCTURAL A great amount of time and trouble con be saved if the building site is according to o pre —arranged plan. Proper location and handling of components will eliminate unnecessary handling. Inspect oil shipments prior to releasing the tie —downs for loods that may have shifted during transit, REMEMBER, SAFETY FIRSTI Blacking under the columns and rafters protects the splice plates and the slob from damage during the unloading process. It also facilitates the placing of slings or cables around the members for later lifting and allows members to be bolted together into sub —assemblies while on the ground. Extra care should always be exercised in the unloading operations to prevent injuries from handling the steel and to prevent damage to materials and the concrete slabs. If water is allowed to remain for extended periods in bundles of primed parts such as girts, purlins etc., the pigment will fade and the paint will gradually soften, reducing the bond to the steel. Therefore, upon receipt of a job, all bundles of primed parts should be stored at an angle to allow any trapped water to drain away and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on columns, rafters or beams for the some reason. 1 Primer shouldh rea,ired before erection! 4; e 4eNOTE: Piece marks are stenciled on primary structural members at lower end, V—D" 51>�e from end. WALLS AND ROOF PANELS RIGID'S wall and roof panels including color coated, golvalume and galvanized, provide excellent service under widely varied conditions. All unloading and erection personnel should fully understand that these panels are quality merchandise which merit cautious care in handling. Under no circumstances should panels be handled roughly. Packages of sheets should be lifted off the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side ribs. The packages should be stored off the ground sufficiently high - to allow air circulationunderneath the packages. This ovoids ground moisture and deters '. 'people from walking on the packages. One end of the package should always be elevated to encourage drainage in case of rain. All stocked metal panels are subject, to some degree, to localized discoloration or stain when water is trapped between their closely nested surfaces. RIGID exercises extreme caution during fabricating and shipping operations to insure that all panel stock is kept dry. However, due to climatic conditions, water formed by condensation of humid air can be trapped between stacked sheets. Water can also be trapped between stacked sheets when exposed to rain. This discoloration caused by trapped moisture is often called wet storage stain. The stain is usually superficial and has little effect on the apperance or service life of the panels as long as it is not permitted to remain on the panels. However, moisture in contact with the surface of the panels over an extended period can severely attack the finish and reduce the effective service life. Therefore, it is imperative that oil panels be Inspected for moisture upon receipt of the order. If moisture is present, dry the panels at once and store in a dry, worm place. CAUTION: Care should always be taken when walking on panels. Use saftey lines and nets when necessary! Panels are slippery. Oil or wax applied to the roof and wall panels for protection against weather damage will make them a very slippery surface. Wipe dry any oil that has Fuddled from bundles stored on a slope. Dew, frost, or other fors of moisture greatly increase the slipperiness of the panels. Always assume panel surface is slippery and act accordingly. Thinksafetyll Use wood blocking to elevate and slope the panels in a manner that will allow moisture to drain. Wood blocking placed between bundles will provide additional air circulation. Cover the stacked bundles with a tarp or plastic cover leaving enough opening at the bottom for air to circulate. ELEVATE t,Z_311 FOR' e y 30 30/9 �11N AIR CIRCULATIONS When handling or uncrating the panels, lift, rather than slide, them court Burred edges may scratch the coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the ground. Rough and improper handling of a panel is inexcusable and a prime example of poor job supervision. NOTE: Use gloves when handling metal panels to prevent hand injuries. Be oware, of the dongers of handling panels on a windy day. A large panel can catch enough wind to knock a worker off his feet, even at ground level!! Sefetyfusu GENERAL NOTE: 1. OIL CANNING OF PANELS IS NOT A CAUSE OF REJECTION. 2. EXTREME CARE MUST BE EXERCISED DURING THE ERECTIO 0 F PS AND TRIMS. FOOT TRAFFIC MAY RESULT IN PERMANENT PANEL DIST Tlrpo ISH ABRASION. ■ ■ SEP 18 2019 5£AUNG rJ RRR ATDRAUNGMOD ODES NOT ENGINEER DR HE ENN1E RICO GLOBAL E IS THE ENCNEEF RECORD V +1 FAN( ••� •• 98564 i� Dr OF OR NE O DESIGN DESIGN FOR PROJECT, STEM AS DEMON OF N AL AUNTS Dr By METAL BUILDING INCLUDED. FOUN AS NRNIS 9Y RIGID IS ION 1/( �,, •RAC 4/CET �'t 'o S ANALYC$, ND/OsICAI, AND MEfYIANICAL ANDMEMECHANICAL SYSTEM$ PARTS BY �Y ,�, pw,��` A. ANYONE OTTER INDOMEO OTHER N M RICO ARE SPEQ3KALLY `4` ExttUDED. NO NISPECTdI DR SUPERVISION IS SINE INPUED. XV.L. NOTE: M .uer Y< 910M1 M TR p1.M6 LOUIE ME SIM RELTS u ROERExIDE TO WM THE OuapHc STE[L E Mo ONLY ANCHOR BOLTS SETTING PLAN ISSUED k STAMPED . WTSTE OF Ip'y'S 9=ESTED P.Q. Koss 6 1-f/2'. nE NIOIER mT oTlex: ft.I=Am .xOI[R BOLTS N 'FOR CONSTRUCTIONSHALL BE USED IN SETTING ANCHOR T]EME TO THE O n OF THE P.MD. RE¢q'MIsS SI. ME BOLTS. 'RIGID GLOBAL BUILDINGS' SHALL NOT BE RESPON- NroP. KOOSS IS OFFCUI RT E .M T 6 SHE. Cx ME nab-, TwI i.0 iifym EE MIN9oIIS mw SIBLE FOR ERROR OR DISCREPANCY IF THE DRAWING USED iTo Tc�HE NEE KE Of TP.MMT SYxE E OETVIIo Sr ME IS NOT VALID FOR CONSTRUCTION. BOTTOM OF ML 9n MTES ME AT THE !M E OX .Tpt IIMtL53 NOTEO _ COLUMN LAYOUT PLAN NOTE: All Bose Plotes ® 100'-0" (U.N.) 36 j 5 8 p ANCHOR BOLT PROJECTION 1 'PROJ.' IS MEASURED FROM BOTTOM OF BASE PLATE FOR �E NUT + E WASHER DETAR OAS F ANCHOR PER THE BOLT IER SUPPLIE BYTSUPPUER WASHERS 36 3 4 2 1 2 24 78 234 - 1 3 - 1 1_ 2 3 1 2 ANCHOR jQT�NQ„T�Y MqQXLQAy pl n nu a INRb. Tx TTQIS Pxe�.: QRHIu1PY5 ell civ CO 182019 iF F- 140T2T F—VA f fr1 WALL PAr FLASHING TRIM WALL L4x2x16Ga LLH) SHEETING A GLE 10' GIRT IMPORTANT NOTES NOTCH AREA INDICATES ]- IMMHEE BY 11SHE INCH RECESS FOR METAL WALL SHEETS l' SHEETS WI NOT TDIICN ME BOTTOM OE ME NOTCH, � Wl-0CN WDIIID VDID 111E WMRANM TYP. SECTION THRU WAINSCOT FA l IMPORTANT NOIFPNOTE�, NOTCH MEA INDICATES 7 INCH BY 1 1/2- INCH RECESS FOR METAL WALL SHEETS ME SHEETS SHDIJLD NOT TDIJCH ME BOTTOM OF ME NOTCH, -� MRCH WOULD VOID THE WARRANTY! c 1 TYP. SECTION THRU WALL PANEUBRICK M STEEL L FLOOR WALL PAI FLASHING TRIM CAP L4x2xl6Go (LLHI SHEETING ANNGILEE 'WALL LINER 10" GIRT CIA CATE$ ]- INCH BY 11/2- INCH ETAL WALL SHEETS. ME SHEETS TWCN ME B0T OF ME NOTCH, VOID ME WMRANTYI (. T TYP. SECTION THRU WAINSCOT V (4) 1/2.0 EXPANSION BOLTS BASE TYPE -'WALK DOOR' (2) SO' WALK DOORS TO BE FIELD LOCATED. NOTCH WHERE WALL WITH W/ WALL LINER FINIS] FLOOR FINISH FLOOR a a z J IuoroTANT NOTES, RAMP i NOTCH AREA INDICATES 1 1/2- INCH BY 1 1/2- INCH (IF REORD.) a RECESS FOR METAL WALL SHEETS THE SHEETS R SHOULD NOT TDIICH THE BOTTOM OF ME NOTCH, WHICH WWLD MD ME WAMMM D TYP. SECTION THRU PANEL RECESS E TYP. SECTION THRU FRAMED OPENING ERMI"T ECEIVED DEC 3 0 2plg BY: Gop,Fl �.. SEP182019 AAUNG Q TINS ORAWWG DOE$gF' DR CONSnM1E MAT RNRD'Ns•M. Is ME ENIAlCFA OF REPROFESSIONAL FOR TINS PROJECT.5E DESHW OF THE METAL BUILDING SNNNI M BY RIM IS IN DED.ANALYSIS ELECTRICAL AND MEbSYSTEMS AND/OR OMFA PMTS ANYONE OMCR MAN mm ME S"x DEG. No INWECTION m sw4 olid� A CT'$T LP LA PORTE, TXT5/1 n?_A _ Y111]T _ T E .. 5= _ A Dio= 3/4" Dia= 3/4" Dio= 3/4" Dia= 7/8" Dia= 7/8" Thk= 3/8" Thk= 3/8" Thk= 1/2" Thk= 1/2" Thk= 1/2" 3 0 � v N N y N N N II 11 _ N II a •- IIII II a. II h II mI IIII 4 II II N � IL II 1=-- ___ -�I o7 I II ___ II 1113 D 2 2 0 2' 2' 1- 0 4" Y2' 0 LEDGE LEDGE w w w J J J SW SW SW w w 7" 4" See Plan See Plan LEDGE DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E Dia= 3/4" Dio= 5/8" Dia= 5/8" - Dia=.. 5/8" ... 3 1..27 ... Dia= . 5 8.. Thk= 1/2" Thk= 1/4" Thk= 1/4" Thk= 1/4" .. ::.. :'_- Thk= 1/¢" ........ w .. F RAMP DOWN z w RAMP DOWN a IF REOUIRED IF REQUIRED n y 10" 3a O 0 v o Of o oD a w K a 00 EL v 3: 0 I I N t o Li v N w _ - i+) y Ln LL 4" II II h II 1 3/4.. 1 3/4" ^ Q 1 3/4" 3" w c It - - 0 0 a a v w SW ` n 0 2. .I 2" 7• 3• q• v 7" 3" 4" a e' 4" 3" 1 1/2" un In LEDGE M M NOTCH LEDGE 3 3 loll 10" SW 1'_2•• 1 1/2" w wi F.O. WIDTH See Plan 3:See Plan DETAIL F DETAIL G DETAIL H DETAIL I DETAIL J Dia= 3/4" Thk= 3/8" 11 = ECEIVED ct ,•-r' D N _ 3 0 2019it CjoP DEC / R I- F IT BY: � �PtEOFTF'�9 II 1 RM SEP 18 2019 y ALING OF TIYS DRAMNO DDES NOT I •:�•'•� •• SEM(//.ar w CONSTITUTE THAT R GLOBAL OT IS THE ENOWEFR OF RCC D OR WE OE ^� r PROFESSIONAL FOR THIS PRO.ECT. ONLY ••C NRM$HED BY R3010 L INCLUDED. FDUNDA ANTRIT+ ALYSIS. ELECTRICAL, AND MECHAMCAL �C�/AYAL µYONEOTHS'HEER/ T1 RNXD ARE S 01 CC&-.Y DETAIL K EXCLUDED. NO VVECTI N OR WPORASION IS MPUED. ISSUE DESCRIPTION DATE DRN. CHK DES. DESCRIPTION ANCHOR BOLT DETAILS A APPROVAL/PERMIT /I8/19 MBS MVL CAS CUSTOMER OAKLAND WJD S DEVELOPMENT. LLC END USER OAKLAND LAND& DEVELOPMEM, LLC _ 06LL [UILDIN6 END USE OFFICE / WAREHOUSE BUILDING A lmy yw STREET 15M VEST F STREET Nw"m Tx T]N] Rs+:fllU ufamf CITY ST ZIP IA PORTE. TX n571 65259 tA0�17 _ T,S. r FDD3 .. A . 1 2 3 4 H RIGID FRAME: BASIC COLUMN REACIIDNS (k ) Frame Column -----Deod-----Collateral- ----- Live ------Wnd-Lefll- -Wnd-Rightl- --Wndleft2- UNE Line Line Hari. Vert Horiz Vert Horiz Vert Hari. Vert Horiz Vert Hariz Vert 3' G 1.1 3.1 0.4 0.8 4.5 9.8 -21.1 -35.3 -1.0 -21.4 -19.9 -20.9 3' A -1.1 3.1 -0.4 0.8 -4.5 9.8 1.0 -21.4 21.1 -35.3 -0.2 -7.0 From, Column -Wind_Right2- --Wnd-L.91- --Wnd-Lony2- -Seisrniclefl Seismic -Right -Seismic-Long Line Line Horiz Vert Horiz Verl Horiz --4.1 V,rl Horiz Vert Horiz Vert Horiz Vert 3' G 0.2 -7.0 -3.0 -47.0 -41.4 -0.3 -0.2 0.3 0.2 0.0 -0.5 3' A 19.9 -20.9 4.1 -41.4 3.0 -47.0 -0.3 0.2 0.3 -0.2 0.0 -0.5 Frame Column -FICRANEAI- -FICRANEA2- -FICRANEA3- -FICRANEA4- Line Line Horiz Vert Hartz Vert Horiz Vert Horiz Vert 3' G 0.7 20.1 4.3 22.1 0.7 5.8 4.3 7.8 3' A -4.3 7.8 -0.7 5.B -4.3 22.1 -0.7 20.1 RIGID FRAME: MAXIMUM REACTIONS, BOLTS. & BASE PLATES (ANCHOR �m F. Call Load Hun.. VjieactionLoadsH V Bdl(in)) az Beylale(in)) Grout Line Lin. Id m H Vax Id H Vmin Oty 0I. Width Length THick (in) 1 G 1 3.2 7.4 2 -8.7 -13.4 4 0750 BLOOD 10.50 0.500 0.0 1 A 3 8.7 -13.4 1 -3.2 7.4 4 0.750 8.000 10.50 0.500 0.0 1 -3.2 7.4 1 87 -13.4 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES - -Column ReaLoms((k. ) F. Cal Load HH rr Load Hmn V Bnll(n) Bh le(in1 Grout Line Line Id H Vmox Id H Vmn Oty 610 Width Length Thick Len (in) 2 G 1 5.8 13.5 2 -72.1 -19.7 4 0.875 B.000 21.75 0.500 0.0 2 A 3 12.1 -19.7 1 -5.8 13.5 4 0.875 8,000 21.75 0.500 0.0 1 -5.8 13.5 3 12.1 -19.7 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES -Column Reaclims k ) Frm Col Load Hmax V Lood Hmin V aaigin)) Base_Plale(In)) Grout Line Line to H Vmox Id H Vmn Oty OI. Width Length Thick (in) 3' G 1 5.9 137 2 -12.0 -19.3 4 0.875 8.OD0 10.50 0.500 0.0 6 5.8 26.0 4 -1.1 -26.3 3• A 3 12.0 -19.3 1 -5.9 13.7 4 0.875 8.000 10.50 0.500 0.0 7 -5.8 26.0 5 1.1 -26.4 3' Frame Imes: 3 4 KIUIU FKAMC MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES - Column_Reoclions k ) F.Cd Load Hmax V Load min V Bdl(in) Bmic-Pate(in) Grout Line Line to H Vmax to H Vmn Oty DI. Width Length Thick (n) 5 G It 4.9 9.4 2 -9.2 -13.4 4 0.750 8.000 15.50 0.500 0.0 9 4.9 23.7 5 A 3 9.2 -13.4 8 -4.9 9.4 4 0.750 B.DOO 15.50 0.5DO 0.0 10 -4.9 23.7 3 9.2 -13.4 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Frm Col ---Dead--- ---Live--- Vnd3ress Wnd-Suct Line Line Harz Vert Hwz Vert Harz Vwt Horz Vert 1 F -0.1 0.8 -0.3 2.3 -8.9 1.8 11.3 -9.3 1 D -0.1 0.8 -0.3 2.3 -9.3 1.8 11.7 -9.3 1 B -0.1 0.8 -0.3 2.3 -9.1 1.8 11.4 -9.3 5 C 0.0 0.4 0.0 0.0 -111 0.0 13.3 0.0 5 E 0.0 0.4 0.0 0.0 -12.1 0.0 13.3 0.0 ENDWALL COLUMN: MAXIMUM REACTIONS. ANCHOR BOLTS. & BASE PLATES -Column-Reoctionz k) Frm Col Load Hmax V Load m V Bdt(in) Base_Plale(in) Grout Line Line Id H Vmax Id H Vmin Oty DI. Width Length Thick (n) 1 F 12 6.7 -5.1 13 -5.4 1.9 4 0.750 8.000 I1.D0 0.375 0.0 1 -0.4 3.1 12 6.7 -5.1 1 0 12 7.0 -5.1 13 -5.7 1.9 4 0.750 8.000 11.00 0.375 0.0 1 -0.4 3.1 12 7.0 -5.1 1 8 12 6.8 -5.1 13 -5.5 1.9 4 0.750 8.000 13.00 0.375 0.0 1 -0.4 3.1 12 6.8 -5.1 5 C 12 8.0 0.2 14 -7.2 0.2 4 0.750 8.000 13.00 0.375 0.0 15 8.0 0.4 5 E 12 8.0 0.2 14 -7.2 0.2 4 0.750 8.000 13.00 0.375 0.0 15 8.0 0.4 ,ING BRACING REACTIONS t Reoclions(k ) Ponei-Sheor Col -Wnd - -Seisrnk,- (lb/fl) ire Line Ho¢ Vert Harz Vert Wind Sea Note 5 3.4 17.1 15.9 0.6 0.5 (h) G 4.3 17.1 15.9 0.6 0.5 frame at endwoll Frame Column -----Dead-----Collat.ral- ----- Live ------ Wnd-Left1- -Mm igMl- --Wnd_Lefl2- Line Line Horiz Vert Horiz Vert Hwlz Vert Horiz Vert Horiz Vert Horiz Vert i G 0.7 1.9 0.2 0.4 2.3 5.1 -15.2 -24.2 -0.7 -13.8 -14.5 -16.7 1 A -0.7 1.9 -0.2 0..y4 -2.3 5.gg1 0.7 -13.3 15.2 -24.2 0.1 -6.3 rps.Line a paiuLine mn Vert l Vert 2 mice Seismic-Right Is= kJVeg `t Hw tOJtiVert V-6.3 Hartz Horl. Hwiz Vert 1 G -0.1 -1.6 -16.2 -2.1 -13.3 -0.1 -0.1 0.1 OA I A 14.6 -167 2.1 -13.3 1.6 -16.2 -0.1 0.1 0.1 -0.1 Frame Column ----- Dead— ---Colateral- ----- Live ------ Wmdleftl- -Wnd_Righlt- --Wnd_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Hwiz Vert Hartz Vert Horiz Vert 2 G 1.0 3.0 0.4 0.5 4.4 9.B -21.3 -35.7 -0.8 -21.3 -20.2 -21.3 2 A -1.0 3.0 -0.4 0.8 -4.4 9.7 0.8 -21.3 21.3 -35.7 -0.2 -7.0 Frame Column -Wind_Ri hl2- --Wnd-Lon it- --Wnd-Long2- -Se'rsmiclefl SeismicJtighl Line Line Horiz Vert Horiz Vert Horiz Vert Hwiz Vert Hwiz Vert 2 G 0.2 -7.0 -2.7 -31.2 -3.8 -25.5 -0.1 -0.1 0.1 0.1 2 A 2O2 -21.3 3.8 -25.5 2.7 -31.2 -0.1 0.1 0.1 -0.1 Frame Column -----Oeatl-----Collateral- ----- Live ------ W dleftl- -W d-Righll- --Wndleft2- Line Line Horiz Vert Hartz Vert Horiz Vert Horiz Vert Hartz Vert Hwiz Vert 5 G 0.7 2.1 0.2 0.4 2.6 5.1 -16.1 -24.4 -1.5 -13.8 -15.2 -16.9 5 A -07 2.1 -0.2 0.4 -2.6 5.1 1.5 -118 16.1 -24.4 0.6 -6.3 Frame Column -Wind-Righl2- --Wutd-Lmgi- --Wind -Long2- -Seismic-Left Seismic_Righl -F4CRANEAI- Line Line H Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz ' Vert Horiz Vert 5 G -0.6 -6.3 -2.1 -16.3 -2.7 -13.4 -0.2 -0.2 0.2 0.2 0.4 19.2 5 A 15.2 -1&9 2.7 -13.4 2.1 -16.3 -0.2 0.2 0.2 -0.2 -4.0 6.9 Frame Column -F4CRANEA2- -F4CRANEA3- -F4CRANEA4- Line Line Hwlz Vert Horiz Vert Hartz Vert 5 G 4.0 21.2 0.4 4.9 4.0 6.9 5 A -0.4 4.9 -4.0 21.2 -0.4 19.2 3' Frame lines: 3 4 1. All loading conditions ore examined and only moximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions ore as shown in the sketch. Foundation loads ore in opposite directions. 1. Brocing reactions are in the plane of the brace with the H posting away from the braced boy. The vertical reaction is downward. 4. Buildng reactions ore based on the following building data. Width (it) 65 Length (1It) WO Eove Height (ft) 25 / 25 Roof Slope (rise/12) 1.0:12 / 1.6.12 Design Code IBC 12 Enclosure Closed Dead Load (as 2.000 CollateralLoad Dl Vnd SDrmO (mp 155 mph Vmd Importance ac lw 1.00 Vnd Exposure C Ev, Load 00 From. Live Leaad (p=Q 12 Ground Snow Loadd (e=f) Roof Snow Load (psi) 0.000 0 Snow Expowrc 1.000 Snow Importance Foctw 1.000 Thermal Factor 1,000 Selsmic Importance Factor 1.00 Spectral Resssppponse Accel. Ss-0.073 :51-0.039 if. Se Sal: smiol Coeff. (F. s.) 0.110.076 F.-1 6002 Seismk Design Category A 5. 2 3 4 5 6 7 8 9 10 II 12 13 14 IS ECEIVED DEC 3 0 2019 BY: -_cop wulwhTW] M+w:QN1 u14W5 Fv:(b11 MyF(bN SEP18 2019 N:~%0_ EALING OF THIS DRAWING DOES H xW CONNSIITUTE THAT RIGID QOBAL THE ENGINEER OF RECORD OR flfE590NAL FOR THIS PRGUECT. Y WAS 5GN OF INE METAL BUILDNG S M A •• tsvSHEii BY ROW IS INCLUDED ALYSIS ELECTRICAL. AND ME& StEkIS. Arq/OR OTHER PARTS yEiVE OTHER 7HAN RIW ARE SPEa ��. CLDDCD. NO INSPECTION OR SWERM _ Components & Cladding (Factored) Width Length Pressure(psf ) Suction(psf Zone (ft) g(ft) Member Panel Member 6 5 6 1 8.40 10.62 -31.84 -34.79 2 6.50 8.40 10.62 -37.57 -58.45 3 6.50 8.40 10.62 -37.57 -58.45 4 6.50 6.50 8.40 10.62 -37.57 -88.03 5 27.18 31.86 -29.82 -34.50 6 . .6.50 27.18 31.86 -31.91 -42.44 fi 4 3 4 • 6 2 2 5 2 2 Fu" R PERMIT . 6 4 3 4 6 6 5 6 ECEIVED .� DEC 3 0 2019 O1P BY: DESIGN CALCULATION WIND SEP182019 ' S(MYIO OF 1W5 ORAMWO DLES 401 I OR COIIs111U1E THAT RIO➢ GLOBAL Ma # IS WE ENONEER OF RECORD OR THE 1 en PRO 11-US FOR RS PROJECT. ONL 0 • D 0C51ON OF,THE N L &M ETAOW K .G 5 _ FURNISH€➢BY Po0O IS MO.UDED. FW f ANALYSIS. EXCTRICAL AND MCCH • SYSTEMS MID/OR 011CR PMTS SW AJ4'IONE DINER 11111 RIO➢ ME SPECi1C •. /CEq EXO.UDED.NO N5PECRW OR SUPEAN9W •' \ MPILU. ISSUE DESCRIPTION DATE DRN.CHIC DES. DESCRIPTION WHO LOAD DIAGRAM A APPROVAL/PERMIT /18/19 1485 MVL CAS CUSTOMER OAKLAND LANDS DEVELOPMENT.LL END USER OAKLAND LANDS DEVELOPMENT.LLC SAL BtnLDINa5 END USE OFFICE I WAREHOUSE BUILDING A I3Aur.V STREET 1502 W EST F STREET 11TL 770fl w CITY ST ZIP LA PORTE,TX 77571 Fv:ML u)aml 652551 140727 T.S. €DOS A CANOPY ROOF FRAMING PLAN DE': 3 u 2U19 ROOF FRAMING PLAN NOTE: WITH 6" THK. OS ROOF INSULATION BY OTHERS EB-2 1 8 A325 �o 9" THROAT x 10'-0" LONG E VENT (FIELD LOCATE) EB-2 W8x10 EB-3 WSx10 P-1 1Ox25Z14 P-2 1Ox25Zi6 P-3 IOx25Z16 P-4 1Ox25Z14 P-5 8x25Z16 P-6 8x25Z12 E-1 L10ES14 E-2 L10ES14 E-3 L1 DE514 E-4 L10ES14 E-5 8x25C16 E-6 Bx25C14 E-7 8x25C16 E—B 8x25C14 CB0375 CCB CB0250 RATE Y ANCL£ CEE OR 2EE (NOi BT RItlO) PURLM CpNIECMIN BOLLS OR NEYBER YAEws (NOT BY soaI NANG_s NOT BT s,_ DO NOT USE C-C n as ANY AND PRODUCOF ES SECONDARY STRC I c A325 high strength boll shall be tightened with Ter. Refer to general notes 1.5 and 1.6 on cover tightening methods and installation inspections. 0 N b CANOPY REFLECTED SOFFIT SHEETING PLAN PANELS: 26 Go. PBR - S2000 Standard u4. wmw �..rmw .s t. up u�1t enYaZar d ecI [� m rdR.RCFos�o.""..N.�`o'.SI 7'-0' RTOIR RS04R RECO1 0 e I n 0 0 RTOIR RECO1 RS0SO4R .CANOPY ROOF SHEETING PLAN PANELS: 26 Go. PBR - S2000 Standard 7'-0' DOWNSPOUT TYP. OF STEEL i i i i i i i i a i i I I I � h O I 1- N � � I I (2) THF4DAT 10'- ' L G RIDG VEN (FIE D LO ATE) } i o z m0 psi -- -- ---- -- --- +--- --- + f i 1 U d � i i i i I I � � y h I I ' [V I n I ' I ' � 1 I I I I I GECOIRR GECOIRL ROOF SHEETING PLAN PANELS: 26 Go. PBR - Solar While SEP 18 2019 ECEIV D YAIING fi i1R5 DRAWWD DOES I OR CONSTNIE iHAT PoQD 0.E6A� DEC 3 0 20t9 F P ME FNOw Di RECORD OR PRaPE59p1AE dt T4s PROJECT. OE4 Ii m THE OD I O DC SI NRN9 By PoriD I$ MD M ED. ANAL EEE/OROL AMP NEOf1 SYSTEMS. AND/pt D1R PARTS 5 ANTdJE OTTER TW.N m ARE p E%LILDED. NO NSPECRpJ DR SLP IYPoIED. tlOAA w.Nrl RD.uA n rron Pivv:fmtl�smn5 1.7-VNIF i-Il Z.i Mark Stiff Mork I Plate Siz Width Thick RFl-1 St— 1 3.750 0.250 RFl-1 St— 2 3.750 0.250 RF1-1 St— 3 3.750 0.250 RF1-1 St— 4 3.750 0.250 RF1-3 St— 4 3.750 0.250 RF1-3 St— 3 3.750 0.250 RF1-3 St— 2 3.750 0.250 RF1-3 St— 1 3.750 0.250 FBXXA(1)—FLANGE BRACE AT ONE SIDE ONLY FBXXA(22)=FLANGE BRACE AT BOTH SIDES Dia Len th 2.25 Width Thick 8" 1/2" Length 3'-6 7/8" A L x2z14 0.750 0.625 2.00 8" 1 2" 2'-4 7 8" BASE PLATE TABLE Col Plate Size e Len th Mark 1 BP-1 I Width Thick 8" 1 Len th 2" 10 1 2" 35.23 27.71 29.51 31.32 31.32 29.51 27.71 35.23 Ql' 12 PSI 3 1) Mork rtri—i iu.u/u.0 21.0/36.0 u.ioo 0.188 ia.0 132.4 a x i/r z mn.v 8 x 1/4" z 33.1 o x i/q z izu.o 8 x 1/4' x 133.2 36.0/32.7 0.250 39.3 RFt-2 36.0/12.0 0.250 116.8 8 x 1/4' z 356.8 8 x 1/4" x 119.2 12.0/22.0 0.135 240.0 8 x 1/4" x 238.3 RF7-3 32.7/36.0 0.250 39.3 8 x 1/4" x 33.1 8 x 1/4' x 133.2 36.0/21.0 0.188 132.4 8 x 1/4" • 289.0 8 x 1/4" x 120.5 2 ® 1� 2 .. ... F1325A .. PER MIT II II II CRANE SPAN II — — ---------------IT-------- — — — — — — — — — — — — — -------7r-- -- -- — i I u I I r---------1 II ry II L________ __� —Li -------- L _______JL__ __________ _ L ____ _ __J I I II I II ^ II W16x36 BRACKET ^ I II 5 5'-0' m p II m O N I I t0 io a I II I ^ p I I I tO a I II Ca m 1 II WO II k m II -- I CUSTOMER TO VERIFY TOP OF BRACKET SUPPORT RIGID FRAME ELEVATION: FRAME LINE 3 4 74 L-- CRANE BEAM I s•_a BY OTHERS }� CUSTOMER TO VERIFY SIZE OF CRANE BEAM + CAP CHANNEL / CHANNEL GIRT L AT FRAME LINE 3 ONLY (TYP) ECEIVED DEC 3 0 2019 BY: II C I SEP 18 2019 Note: A325 high strength boll shall be tightened with one washer. Refer to general notes 1.5 and 1.6 on cover sheet for tightening methods and installation inspections. Cri1' ST LP _ U PORTE. TX 77571 1I M6 I " 140727 _ .T.S. — E03 n - SPLICE PLATE & BOLT TABLE Oty FBXXA(1)=FLANGE BRACE AT ONE SIDE ONLY Mark To Bol Int Type Dio Len th width Thick Len th FBXXA 2)=RANGE BRACE AT BOTH SIDES Sp-1 4 4 2 A325 0.625 2.00 6" 1/2" 3'-0 13/16" A — L x2xl4 SP-2 4 4 0 A325 0.625 2.00 1 6" 1 2" 1'-9 13 16" STIFFENER TABLE BASE PLATE TABLE Stiff Plate Size Col Plot e Size Mork Mark Width Thick Length Mark Width Thick Length RF2-1 I St— 112,500 0.250 29.23 1 BP-1 1 8" 1 2" 10 1 2" RF2-4 I St— 112.500 0.250 29.23 PSI M Mark Start End 1 lck Len t RF2 —1 16.0/30.0 0.135 137.9 30.0/27.2 0.250 33.3 RF2-2 30.0/10.0 0.18E 12&0 10.0/15.0 0.135 234.3 RF2-3 15.0/10.0 0.135 240.0 10.0/30.0 0.188 122.3 RF2-4 27.2/30.0 0.250 33.3 30.0/16.0 0.135 137.9 a x 1/4- x 2/.5 6 z 1/4" x 362.3 6 x 1/4" x 362.3 6 x 1/4" x 27.5 6 x 1/4" x 289.0 M'o a x I/9x ILU.I 6x1/4" x138.6 5 x 1/4" x 129.5 6x1/4"x233.1 6 x 1/4" x 238.8 6 x 1/4" x 123.9 6 x 1 /4" x 138.6 6 x 1 /4" x 120.1 ECEIVED DEC 3 0 2019 BY: COO OF SP�A.---;-�T•F•� 18 2019 AP . AMNa DOES MOTp91Y nI WO ¢OeAL OSfWiI 5 II¢ SMAL t la RIGID FRAME ELEVATION: FRAME LINE 1 PMEW 9WA�ro A oEsrr of ra uEtu Note: A325 high strength bolt sholl be lightened with one washer. Refer to general notes 1.5 and 1.6 on cover sheel for tightening methods and installation inspections. U21-21 PLATE & Oty To So 4 4 4 4 FBXXA 1 —FLANGE BRACE AT ONE SIDE ONLY FBXXA 2 —FLANGE BRACE AT BOTH SIDES A — L x2x14 STIFFENER TABLE BASE PLATE TABLE Stiff Plate Size Col Plate Size Mork Mark Width Thick Length I Mork Width Thick Length RF3-1 I St— 1 13.750 0.250 20.50 BP-1 8" 1 2" V-9 3 4" Mork tart nd Thick Len th W x Thk x �n lh W x Thk z' en th R —1 1. 1.0 0.7 8 1 0 6 x 1 4 x 120.0 6 x 1 4 x 1 0.0 21.0/21.0 0.188 240.0 6 x 1/2: z 168.7 6 x 1/2" x 137.0 21.0/21.0 0.250 33.6 6 x 1/2 x 21.5 F® 3-2 30.0/2.0 0.183 130.5 6 x 5/16 x 128.0 6 z 5/16" x 131.7 12.Q111. .0 0.1 5 4 .0 z l 4" RM IT. PSI RIGID FRAME ELEVATION: FRAME LINE 2 12 ECEIVED DEC 3 0 2019 BY: - Go? MAT R"D MMAL LNOW7 I OF RECORD OR ME DEsW OR 1Ns PROFCY. aNLY 11R: .nAL B We sYBm As Noo Is R1f1DDE0. FCUWA11C11 WO AND MEC WcM ]II OMER PARTS 91PPDED BY INAN RICO ARE sPECDICAILY V CnON M SIREWN90N G I RIGID FRAME ELEVATION BAI END USE OFFICE/WARRBULIXNG A Note: A325 high strength b01f shall be tightened with onel I�Au�.w��NLDIN u STREET 1507 WESTF STREET wosher. Refer to general notes 1.5 and 1.5 on cover sheet �T'n CM ST LP LA PORTE, TX n5/1 for lightening methods and installation inspections. Fn mIIYl%a1 �6SzW hornM.T.S." Eons SPLICE PLATE & BOLT TABLE FBXXA((1)) FLANGE BRACE AT ONE SIDE ONLY Oty FBXXA(2)=FLANGE BRACE AT BOTH SIDES Mork Too Bot Int Tvoe Dia Lenalh Width Thick Lenalh A - L2Zx2x14 SP-2 I 4 4 0 A325 0.625 2.00 600 ' 1%2" 1'-62 -5 13/16' STIFFENER TABLE BASE PLATE TABLE Stiff Plate Size Col Plate Size Mork Mork Width Thick Len lh Mark Width Thick Length RF4-1 St- 1 2.500 0.250 37.23 SP-1 8- 1 2 1'-3 1 2" RF4-1 St- 2 2.500 0.250 29.81 RF4-1 St- 3 2.500 0.250 31.64 RF4-1 St- 4 2.500 0.250 33.47 RF4-3 St- 4 2.500 0.250 33.47 RF4-3 St- 3 2.500 0.250 31.64 RF4-3 St- 2 2.500 0.250 29.81 R174-3 St- 1 2.500 0.250 37.23 " PSI Mork --{Drt nd hick Len th W x Thk x Len th W x Thk x'Len th 4-1 1.02.0 .I t 0. 6x1 4 x2B9.0 6x1 4 x120.2 23.0/38.0 0.188 130.5 6 x 1/4" x 34.9 6 x 1/4" x 131.4 38.0/34.6 0.250 41.3 RF4-2 38.0/16.0 O.IBB 114.9 6 x 1/4" x 354.9 6 x 1/4: x 117.0 16.0/12.0 0.135 240.0 6 x 1/4 x 239.0 RF4-3 34.6/38.0 0.250 41.3 6 x 1/4" x 34.9 6 x 1/4" x 131.4 38.0/23.0 OJB8 130.5 6 x 1/4" x 289.0 6 x 1/4" x 120.2 -03 8' 1'y �1- 201-2 .. `a I II I T 12 .12 FBSA 1 F A(1) _. .. • .._ ... _.. F81�7) F81 A 1) F81 QAS1) o __�J___o FBI F816A 1) _-__ -= - _____ ) F81 A 1) ___-__ F A(1) Fg 4A 1) __ _____ _____ ______ _____ _____ - FB 4A 1) FB26Aj7) N \/ fl RF4-2 Rif fl _ 55' _ 0' I I c CRANE SPAN r is II II _____________ o. � I r- --- - I ----- , I a L__-_-____ __) I-_U----__-_ _____ ________-___J L_- __-_ __ _-_____ , o L--_-T _-_J II II T � 1- v II II � II m II II 1 II v `p io W16x36 c BRACKE I II I W II Z in e w I N a U Z Z Z II = II 1, m O I II 2 "> I II O w p cA ry 5'-0" pl p N I 11 tO = 41 ¢ II N cl I ¢ CRANE BEAM 5'-0" BY OTHERS _ Fp I 1O p Z I " CUSTOMER TO VERIFY p v I II O II SIZE OF CRANE BEAM I < I II I a0 + CAP CHANNEL It II �- m w p I II II in II II II m <J II It It _-_-_-_LL__ CUSTOMER TO VERIFY TOP OF BRACKET SUPPORT RIGID FRAME ELEVATION: FRAME LINE 5 ECEIVED DEC 3 0 2019 a BY: GOOI Gov \ ..-aAFTL. SEP 18 2019 EAIING Qi MIS DRAx G DDES NOT IN0.y COIISpr TE MAT MM MWB ENGINEFif IRE FNDDIEER D RECORD W ME DESxi� 0FESSIDNAL FW MIS P CT. a y Mi' SO, Oi E METAL MBUEDWG SYSTEII - A RNISRD BY ROD IS INCLUDED. F6IZDA 'ALYSIS flECTRx AHD NECNAMCAL STENS. AND/OR OMER PARTS 91PPEIED BY 'YOKE OTHER MAN ROD ARE S OFICALLY CWDED. W WSPECTNIN DR SUPERVI IS Note: A325 high strength bolt shall be tightened with one -- _Refer t t general notes 1.5 and 1.6 on cover sheet 65'-0" OUT —TO —OUT OF STEEL 12'-6" Y 20'-0" Y 12'-6" Y 20'-0" ENDWALL FRAMING: FRAME LINE 1 NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS 0 — DENOTES FULL DEPTH STIFFENER Q Q Q Q Q �1. PBOOIR I 12 12 RTO1R RTOIR I I I I I i T I WALL PANELS COLOR: Ash Groy o Td O LJ n _ _�_ -------- _� _ ___ __ i7 M S G R s MWS-1 M o [A] WAINSCOT PANELS COLOR: Commodity White ECEIVED j y DEC 3 0 2019 BY:____ EC-3 W12542 DJ-1 1Ox25C16 DJ-2 1Ox25C16 DH-1 10x25C16 DH-2 1Ox25C16 DS-1 10x25C15 G-1 1Ox25Z16 G-2 10x25Z16 G-3 1Ox25Zi6 G-4 1Ox25Zi6 STITCH BOLT }"0x1"A307 5-0" O.C. Y G-5 G-6 G-7 10x25Z,6 10x25Zi6 10x25Z12 (MAX.) NG-7 10x25Z16 G—B 10x25Z12 Z16 Z12 G-9 1Dx25Z16 (NESTED) (MAIN) G-10 10x25Z16 G-11 10x25Z16 G-12 10x25Z16 NESTED GIRT CONNECTION G-13 10x25Z12 G-14 10x25Z14 G-15 10x25Z16 - - G-16 10x25Z14 'PER" WALL PANEL BRICKS OVER WALL PANEL BY OTHERS (MHT-1) HEAD TRIM F.O. HEADER F.O. HEADER TRIM DETAIL F.O. SILL TRIM DETAIL L F.O. JAMB TRIM DETAIL .T RIGID GLOBAL ENGI RECORD OR THE DE THIS PROJECT. ONLY AL BUILDING SYSTEM Note: A325 high strength bolt shall be lightened with washer. Refer to general notes 1.5 and 1.6 on cover ram" r;�hfsnina methods and installation inspections. i— — BRICKS OVER ENDWALL SHEETING & TRIM: FRAME LINE 1 WAINSCOT PANEL BY OTHERS WALL PANELS: 25 Go. PBR — Ash Gray [A] WAINSCOT PANELS: 26 Go. PBR — Commodity White CITY FA 0 N 12 OUTLINE OF WALL LINER---- j AT 7'-6" HIGH Or U 65'-0" OUT —TO —OUT 21'-8" -1 ENDWALL FRAMING: FRAME LINE 5 NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS � — DENOTES FULL DEPTH STIFFENER STITCH BOLT k"0x1"A307 :O.C. ( 5 (MAX.).) 216 Z12 (NESTED) (MAIN) NESTED GIRT CONNECTION ""FOR' P"ERMIT 2 A307 1/2" 1 DJ-5 1Ox25C12 DJ-6 1Ox25C16 DH-4 1Ox25C16 DH-5 1Ox25C16 DS-2 1Ox25C16 G-18 1Ox25Z14 G-19 1Ox35Z14 G-20 1Ox25Z12 G-21 1Ox25Z16 G-22 1Ox25Z12 NG-22 1Ox25Z16 G-23 1Ox25Z16 G-24 1Ox25Z14 G-25 10x35214 HIO R ECEIVED I I =1 ' DEC 3 0 2019 Ll HT01R/WT05 f l . y� "--- \ `SEP 18 2019 riEOF� tE h b N N N b b b b fa b la tp in N � N N N N N N N N N N N N N N N N N SEATING OF THIS DRAMNG DOES NO LJ OR CONSTITUTE TIAT RIGID WORAL E IS THE ENGINEER aF RECORD OR TIE PROFI�DESIGN OF THE FOR THIS BUILDING T. at. DESIGN OF THE METAL BUILDING . FD NRNI9YED BY RIGID IS IN D M EC FDI ANALYSIS, EIECTRI O AND ARTS SUP SYSTEMS, T-1ER OTTER PARTS SUP ANYONE OTTER RIGID ARE SPEC E%CWOED. NO INSPECTION OR WPM' r. A325 high strength bolt shall be tightened with Ter. Refer to general notes 1.5 and 1.6 on cover tightening methods and installation inspections. ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PBR — Ash Gray DET, E01: 100'-0" OUT -TO -OUT OF STEEL n2 n 2b —0 4" 1 —2 SAG STRAPS SAG250 D J1 J3 J3 E-1 E-2 E-2 E-3 I IF I I I I I I I I I I I I I G-30 1 1 I G-34 IB_3 -� ice= I 1 Gr39/NG-3B 1 1 �i L ,I --T--_ DT-1(Strutl --_ 3 f�ESTE�--� 1 01 I 1 G-30 1 1 1 G-34 1 1 1 1 I 1 G-34 I 1 G-38 I -4 N DH-3 i 1DETAIL12 pg• 11L 1 Do 01 E017 i • / rg_3 I 1 1 G-29 1 G_33 I `.: G-33 :% G=38 - N I I Eg_41 I I I 1 1 1 G._ B 1 G_32 I I. . G=37 G_4 j7 4•• 16 f l 1 .` H6 G 3 �-36 O I 1 1� M M M O M G-52 - G-51 • I Fh U,G-50 M n I M n 1 I G-50 ' II G-49 ' 1 G-48 O - =4 - -2!-0" M o V. I 1 SA-T. e1X I I - 1 _p G-27 G-31 0 1 0 I T3 I I r o ' 4 I i 1 I E11 1 0 V 1 1 BA-1 "c 1 1 1 BA-1 N 11 BC-1 1 . BC-1 C- a J d !-4 RF3-1 IT IT W > G W V CM L .I L 1 a) JU/UM RF1-3 WALKDOOR I FIELD LOCATE SIDEWALL FRAMING: FRAME LINE A NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS T (Gutter with 5 downspouts) 1 J L 1 RF1-3 RF4-3 3'-6" 1B'-0" 3'-6" SIDEWALL SHEETING & TRIM: FRAME LINE A SSUE DESCR PT ON DATE ORN. WALL PANELS: 26 Go. PBR — Ash Gray A gPPROVAL/PERMIT 11B/19 MBS [A] WAINSCOT PANELS: 26 Go. PER - Commodity White WALL PANELS COLOR: Ash Gray SPECIAL BOLTS o ID QUAN TYPE DIA LENGTH WASH 3_ I 4 A325 1 /2" 1 1 /4" 0 EB-4 W8x18 DJ-3 1Ox25C16 STITCH BOLT k"Ox1"A307 DJ-4 DH-3 ClOx15.3 1Dx25C16 -O" O.C. E-1 Li OES14 (MAX.)5 ( E-2 L10ES14 E-3 L10E514 Z16 Z12 G-27 10x25C12 (NESTED) (MAIN) G-28 1Ox35Ci4 G-29 tOx25Z12 G-30 1 Ox35Z12 NESTED GIRT CONNECTION G-31 1Dx25C12 G-32 1Dx35C14 G-33 1Dx25Z12 G-34 1Ox35Z12 G-35 1Ox25Zi4 G-3 1 x25Z16 /,?"� G-3 10x25Z14 G-38 1Ox25Z16 �a\`//`■ G-39 10x25Z12 NG-39 1Dx25Z16 -48 1Dx25Z16 -41 10x25Z14 'TDSD -41 1Dx25Z16 -49 10x25Z16 ERM L50 10x25Z16 -51 1Dx25Z16 -52 1Ox25Z16 -1 8x70D12 -1 L3x3x316 OUTLINE OF WALL LINER AT 7'-6" HIGH "PBR" WALL PANEL (HTOIR) HEAD TRIM I, HEADER F.O. HEADER TRIM DETAIL LL-1 r-F.o SILL (IF REWIRE)) PBR" WALL PANEL BRICKS OVER -- WALL PANEL BY OTHERS F.O IL 1.D-- "PBR' WALL [A] WAINSCOT PANELS SEALING or THIS DRAMNG DOES NOT IMEL OR CONSTITITE THAT RIGID GLOBAL SHONE COLOR: Commodity White 15 THE ENGINEER OF RECORD OR THE DESI PROFESSIONAL FOR THIS PROJECT. ONLY TH DESIGN OF THE METAL BUILDING 9TSTFM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATI ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS AND/OR OTHER PARTS SUPPLIED Bl ANYONE OTHER THAN RIGID ARE SPECIFICALLY E%CWDED. NO INSPECTON OR SUPERVISION IS IMPLIED. CHK DES. / DESCRIPTION SIDEWALL FRAMING, SHEF MVL CAS CUSTOMER OAKJAND LAND B DEVELO high strength bolt shall be tightened with one to general notes 1.5 and 1.6 on cover sheer ) methods and installation inspections. ENUUSE O_GE/WAREHOUSE BUILDING A STREET 1502 WEST F STREET CITYSTZIP I LA PORTE, TX 77571 65259 14072T I.T.S. L 9 A T T WALL PANELS COLOR: Ash G [A] WAINSCOT COLOR: Comrr SIDEWALL FRAMING: FRAME LINE G NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS JU/UM WALKDOOR FIELD LOCATE T (Gutter with 5 downspouts) JD PLATE '0 A325 BOLTS EB-4 W8x18 DJ-3 1Ox25C16 DJ-4 C1Ox15.3 DH-3 1 Ox25C16 E-1 LIOES14 E-2 LIOES14 E-4 LIOES14 0-29 tOx25Z12 G-30 1Ox35712 G-33 1Ox25Z12 G-34 1Ox35Z12 G-35 1Ox25Z14 G-36 1Ox25Z15 G-38 1Ox25Z16 G-40 1Ox25Z16 G-41 1Ox25Z14 G-42 1Ox25Z12 NG-42 1Ox25Z16 G-43 1Ox25Z14 G-44 1Ox25C12 G-45 1Ox35C14 G-46 1Ox25C12 G-47 1Ox35C14 G-53 1Ox25Z16 G-54 1Ox25Z16 G-55 1Ox25Z16 G-56 1Ox25Z16 ST-1 Bx70D12 DB-1 L3x3x316 STITCH BOLT @ 5'—A307 ( O.C. (MAX.)X.) (NESTED) (MAIN) NESTED GIRT CONNECTION ECEIVED DEC 3 0 2019 BID ,OP"( SEP 18 2019 V CONSMU THAT RIGID G 014L ENO THE ENGINEER OF RECORD OR THEE )FESSIWAL FOR MIS PRO,ECT. ONLY OCN OF ME METAL BUILDING SYSTEM iNl$HED BY RIGIp IS INCLUDED. GWND 1LYSIS, ELECTRICAL, AND MECHANICAL iTAI$ AND/M OMER PARTS SUPPLIED YOKE OTHER MAN RICAD ARE SPEMCA x Dm. NO INSPECTW OR MPERVIsxA SIDEWALL SHEETING & TRIM: FRAME LINE G f: A325 high strength bolt shall be tightened with one WALL PANELS: 26 Go. PBR — Ash Gray Ter. Refer to general notes 1.5 and 1.6 on cover sheet [A] WAINSCOT PANELS: 26 Ga. PER — Commodity White tightening methods and installation inspections. Huuabn. T:. E010 12 65'-0" OUT —TO —OUT OF STEEL 21'-8" p 2V—B" p 21'—B" ENDWALL LINER SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PBR — Solor White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REQUIRED 1" 12 (MZT-1) (SAT) ZEE TRIM SHEETING ANGLE STITCH SCREW ENDWALL FIELD CUT AND FASTEN TO GIRT AT 20" O.0 PANEL ENDWA ALL (CTOTR) FFENDWALL PANEL GIRT CORNER TRIM F I ___ _ �oI low (V ♦ ♦1 I I I L ENDWALL L LINER PANEL (STO1R) EDGE TRIM _ STITCH SCREW MF COLUMN AT -20" O.0 ENDWALL ._ UNER PANEL - SHEETING AN i I .. (IA03). .. _ . (STOt R) FELD CUT AND I INSIDE ANGLE TRIM EDGE TRIM FASTEN TO GIRT I (FM5) MEMBER SCREW SIDEWALL AT 20" O.0 GIRT SIDEWALL UNER PANEL WALL LINER DETAIL ® CORNER WALL LINER DETAIL ® INTERIOR NOTE: ERECTOR TO ASSURE THAT Lclu1H1 NO RED OXIDE COLOR WILL LINER CAP TRIM BE BE POSED. MEMBER SCREWS WALL PANEL AAT 12" ON CENTER PBR" WALL UNER PARTIAL HEIGHT LINER ECEIVED DEC 3 0 2019 CITY COPY SEP 18 2019 rRP J) BY RICO IS NLL)OED. FOU. i. E C1R1CAL NA MECHNACAL II u /OR OTHER PIJtTs SUPPI>EU Oi11Ot THAN Po ARE SPEfJr1C1L ). NO INSPECTION OR SUPMMSIOII A IOV<YV[OIrJZn - CrTY ST LP fA PORTE. T%T/5T1 852% ldOTt] 1.T.5. E011 A 25'-0" i I I SIDEWALL LINER SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PBR — Solar White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REQUIRED 100'-0" OUT —TO —OUT OF STEEL 0" Y 25'-0" Y 25'-0" I I I I I I I I SIDEWALL LINER SHEETING & TRIM: FRAME LINE G PANELS: 26 Go. PBR — Solar White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REWIRED F.0 TRIM DETAILS TRIM TABLE OID MARK LENGTH 9 1 10 ST01R STO1R T-3" 3'-6' (SA7) SHEETING ANGLE FIELD CUT AND FASTEN TO GIRT ENDWALL ENOWALL PANEL GIRT MF COLUMN 1 (STO1R) LINER PANEL EDGE TRIM WALL LINER DETAIL ®INTERIOR FOR PE1 lM I CEIVED `DEC 3 0 2019 BY: \'A`r4 SE�1 �'Z 19 osf' SEAt1NG GF IN'S DRAMNG DOES NOYII n OR CON1'0.1 THAT RIGID mwe �. IS TIE ENGINEER OF RECORD OR 1H .. ... +easa Hou F m. Fa ru 1 100-0" OUT-TO-OUT OF STEEL O 2 3 4 I 25'-0" 25'-0" 25'-0" 25'-0" o I O X—Brocing _ II G in 5'-0" 55'-0" C/C RAIL ¢ II I LU N Ii i FLANGE BRACE I BY OTHERS I ii CRANE BEAM CONNECTION BOLTS & WELDED 11 I I CLIPS ARE ALL BY OTHERS PARTITION WALL— II-- I i BY OTHERS RS IF REQUIRED ij I ARE BY OTHERS 11 I ASCE RAIL BY OTHERS II I U I II I LiiOII I Z II E CAP CHANNEL t H I oI 0 aBY OTHERS Li- o iiI RUNWAY BEAM a r u _ I- AC BY OTHERS ¢ o OFFICE AREA II i'ro _ o 1 3/a 1 3/4" * z o D II m-- _I ¢ II `oo SHOP AREA Ll r U N N II BY OTHERS BOLTS F 0 I II WEB STIFF ROB TO PROVIDE x ii (NS&FS) 1/4" S FF SUPPOLY RT BRACKET \ / (NS&FS) W16x36-BRACKET I m B — II II i q io II 0 II ii RF COLUMNII -b I1 I I IcJf ___o CRANE ll � ` I I CRANE BEAM BRACKET m I v W "\,i BY OTHERS � pI , ' 171j SECTION A 3p /om Y f II INT. BAY INT. BAY ' END BAY V-2" . _ ___I \ çç q A o X—Brocing CRANE STOPPER I BY OTHERS G cli ASCE RAIL BY OTHERS 25'-0" 25'-0" 25'-0" 25'—O" ___________________ __ __ HL - 1 2 3 4 5 (4)-3/4"0 BOLTS _ CRANE PLAN BY OTHERS NOTE: RGB TO DESIGN BUILDING & PROVIDE BRACKETS ONLY FOR A 10 TON RUNWAY BEAM 1 w CAPACITY CRANE AT SHOP AREA. ASCE RAIL, CRANE 1 3 1 3/4" BY OTHERS BEAM/CHANNEL, CRANE STOPPER, HOIST & TROLLEY ARE EXCLUDED FROM RGB SCOPE OF WORK. W16x36 BRACKET CUSTOMER TO VERIFY SIZE, GAGE & LOCATION OF CRANE BOLTS AT BRACKET CNEBO CONNECTION !��` GGFF gg �ypp TOP RUNNING CRANE BEAM AND HRA�KET19DETA'f `S�,,, FTFd� SEALING DF THIS DRAWINGRIGID DOES L E S DR HEEN INEE THAT O GLOBAL EN t : 5 THE ENGINES OF RECORD OR NE err" u. o. e• e•u uu OF THL FOR THIS PLOWS . DNL I1ME R • 0• • ^ eeA DESIGN ED BBY METAL Bull-DING . FOUN FURNIS OF N RIGID IS INCLUDED. STET Ti A ANALYSS, ELECTRICAL. AND PARES SUICA J SYSTEMS AND/DR OVER PARTS SUPPLIEI :•• ANYONE OTHER THAN RIGID ARE WECInCA ••••e a �� 'EXCLUDED. NO INSPECTION OR SUPERVISION ee'� IMPLIED. ISSUE DESCRIPTION DATE DRN.CHI( DES. DESCRIPTION CRANE PLAN ee A APPROVAL/PERMIT /18/I9 MBS CAS CAS CUSTOMER LW.I.CONSTRUCTION SERVICES END USER OAKLAND LAND&DEVELOPMENT,LLC eAI SUIIDINCS END USE OFFICEI WAREHOUSE BUILDING Ieex+Awne vw.u�Ne STREET 1502 NEST F STREET Phi0o T..77073 CITY ST ZIP LA PORTE,TX 77571 "" 12811443-EBB Fe•.¢91f«1906• 65259 140727 .T.S. EO13 rA (1) MEMBER SCREW 2'-4" CLIP WELDED TO RAFTER USE (2) BOLTS LZ. (LONG LEG VERT.)i I W Z. J VIIZFLANGE BRACE wlERE REO'D. ✓�I RAME MAIN FRAME ENDWALL RAFTER ALL BOLTS ARE 1/2"0 x 1" A307 U.N. ENDWALL COLUMN GIRT F GIRT (FM5) MEMBE SCREW 0 24" RA-1 RAKE (LONG L I WI z JI w�w r FLUSH PURLIN TO CANOPY ENDWALL �J ALL BOLTS ARE 1/2"0 x 1" A307 U.N. WELDED CLIP- I—R/W COLUMN SEE PLAN RAFTER TO F TACK WELD 8"0x 2 1 / ® ®;q,�-L TE WASHER LJ I^I � COLUMN WEB U SECTION "XX" knl 11MN I�^ \ ENDWALL COLUMN TO RF RAFTER �J ALL BOLTS ARE t/2"0 x 1 1/2" A325 U.N. ENDWALL GIRT ---,,,WELDED RC121 GIRT CLIP O _ O RF COLUMN oT WELDED CLIP I CLIP (RC3) I WALL GIRT) I I I ANGLE NG� It 5" 1 S. E BAY SPACE BAY SPACE 3 FLUSH GIRT TO ENDWALL COLUMN WITH WELDED CLIP BOLTS ARE 1/2"0 x t" A307 U.N. (4)-1/2"00" A307 BOLTS (FOR WINDOW) (4)-1/2"00" F.O. JAMB BUTTON HEAD BOLTS (FOR DOOR) RC17 BASE CLIP 5/B"0 ANCHOR OR EXP. TTT it 11 II- —BASE BASE CLIP 1 3/4" F.O. WIDTH ) IS"FO" JAMB BASE DETAIL WITH BOLTED BASE CLIP 5" SPACE GIRT/HEADER BEAM TO RAN COLUMN ALL BOLTS ARE 1/2"0 x 1" A307 U.N. CL/RAFTER 5/8"m ANCHOR BOLT WELDED BASE CLIP WELDED BASE PLATE 1 3/4" ENDWALL COLUMN BASE DETAIL ALL BOLTS AS NOTED 5" 1 GIRT CLIP SEE PLAN BAY SPACE �1 RF CORNER COLUMN TO WALL GIRTCORNER COLUMN TO WALL GIRT via ALL BOLTS ARE 1/2"0 x t" A307 U.N. o IT(I o o'• o � o 0 FLANGE BRACE) \FLANGE BRACE (IF REO'D.) �� BY-PASS PURLIN TO RAFTER DETAIL -PASS PURLIN TO RAFTER DETAIL `T` ALL BOLTS ARE 1/2"0 x 1" A307 U.N. TACK WELD 5/8"o x 2 1 /4" AWFELDED A325N BOLTS (2) NUTS RC69 PLATE WASHER RAFTER GUSSET PLATE SECTION "XX" S 1 ENDWALL COLUMN TO RF RAFTER ALL BOLTS ARE 1/2"o x 1 1/2" A325 U.N. GIRT RFCOLUMN WELDEDWELDED RC3 cioT ri io FGISIDEWALL RT CLIP GIRT CLIP (RC5) RF CORNER COLUMN TO WALL GIRT LL ABOLTS ARE 1/2"0 x 1" A307 U.N.OLTS ARE 1/2"0 x 1" A307 U.N Z/RAFTER ROOF PURLIN I ROOF PURLIN I —TT LCANOPY RAFTER ROOF PURLIN TO INTERIOR CANOPY RAFTER G�� ALL BOLTS ARE 1/2" DIA. x 1" MACHINE BOLTS S DEC 3 0 2019 BY: FLUSH GIRT TO ENDWALL COLUMN WITH WELDED CLIP V ALL BOLTS ARE 1/2"0 x 1" A307 U.N. NDWALL COLUMN ASE PLATE PLAN %� BASE PLATE FOR ENDWALL COLUMN FOR ENDWALL COLUMN IS SEE ANCHOR BOLT PLAN & DETAILS BOLT PLAN & DETAILS F.ER ■ v ■ I _ C,T'l SE918 2019 purls LCANOPY RAFTER ROOF PURLIN TO INTERIOR CANOPY RAFTER G�� ALL BOLTS ARE 1/2" DIA. x 1" MACHINE BOLTS S DEC 3 0 2019 BY: FLUSH GIRT TO ENDWALL COLUMN WITH WELDED CLIP V ALL BOLTS ARE 1/2"0 x 1" A307 U.N. NDWALL COLUMN ASE PLATE PLAN %� BASE PLATE FOR ENDWALL COLUMN FOR ENDWALL COLUMN IS SEE ANCHOR BOLT PLAN & DETAILS BOLT PLAN & DETAILS F.ER ■ v ■ I _ C,T'l SE918 2019 purls 1/4" 1/4" 1 4" 1/4 ()MEMBER SCREW EAVE STRUT FLANGE BRACE . o+ R 'D.) o f 1 4,. I - (IF _ FLANGE BRACE WELDED RC3 WELDED RC3 - -- -- - (RA-1) CLIP (RC7) GIRT CLIP GIRT CLIP w RAKE ANGLE JAMB z ,I s STRUT J p 7 _________ :- ________ �: ________ _________ EAVE STRUT RC12EAVE RC12A EAVE STRUT STIFFENER PL m EAVE STRUT ______________ i 1/2"0 x 1" BUTTON HEAD 5" 5" GIRT GIRT SHIM 7PLATE RC67 SHIM PLATE (RC67) GIRT 5" OPENING 2'-4" 2'-4" `\ SHIM PLATE WIDTH (4) 1/2OL x 1 1/2" MAIN FRAME `MAIN FRAME x 1 1/2" BAY SPACE BAY SPACE A307 BOLTS A307 BOLTS A3 BOLTS (4) 1/2"0 x 1 1/2" \ - LOW EAVE DETAIL (FLUSH CONDITION) A307 BOLTS MAIN FRAME �C \ FLUSH WALL GIRT TO RF COLUMN LOW EAVE DETAIL (FLUSH CONDITION) %1 WITH EAVE STRUT STIFFENER PLATE \ 1 LOW EAVE DETAIL (FLUSH CONDITION) \ 1 GIRT TO FRAMED OPENING JAMB ncJ ALL BOLTS ARE 1/2"0 x 1" A307 U.N. ( �>AT INTERIOR FRAME JJ AT INTERIOR FRAME M<� AT END FRAME ALL BOLTS ARE 1/2"0 x 1" A307 U.N. CONTINUOUS GIRT- . CLIP RC18 F.O. HEADER WELDED CLIP HOT -ROLLED CLIP (RC7) 0 O CHANNEL JAMB WAIL GIRT --- ---- - e CUT GIRT STUB COLUMN F.O. JAMB CLIP RCiB F.O. HEADER O 1/2"0 x 1" - (RCXX) BUTTON HEAD BOLTED CLIP BOLTS tTO o O 1/2"0 x 1" GIRT 5" OPENING CLIP (RC7) F.O. JAMB JAMBVJAMB HEAD F.O. JAMB BUTTBOLTS HEADER BEAM E- OFFSET DIM. F.O. WIDTH - OFFSET DIM. ` F.O. WIDTH GIRT TO FRAMED OPENING JAMB F.O. JAMB TO GIRT Lv TO WALL GIRT �1 WINDOW JAMB TO WINDOW SILL F.O. HEADER TO F.O. JAMB K9 ALL BOLTS ARE 1/2"0 z 1" A307 U.N. ALL BOLTS ARE 1/2"0 x 1" A307 U.N. IJAMB ALL BOLTS ARE 1/2"m x 1" A307 U.N. ��D ALL BOLTS ARE 1/2"0 x 1" A307 U.N. IVII ALL BOLTS ARE 1/2"0 x 1" A307 U.N. OUTSIDE CLIP WELDED F.O. HEADER FLANGE TO F.O. JAMB ° DEC 3 F.O. JAMB CLIP WELDED IFu'ar ^� - TO F.O. JAMB CABLE v F.O. HEADER I G®BRACER PERMIT � � 47? MAX.) 1/2"0 x 1" FLAT WASHER -- ._, _ _--- -_ _-___-_-_- OFt F.O. JAMB BOLTTSN HEAD, HEX NUT EYE BOLT SEP 1$ 2019 P..cR WEB BRACED RIMD Ll COR�ONSDWTE9NAT MOOBA�OIN�DTt; ER MEMBER IS THE ENGINEER OF' RECORD DR THE OFFSET DIM. I F.O. VADTH I PROMSSKWAL FOR THIS PROJECT, ON 4P•. ••••• •......• • •: E k ) OESGN OF THE METAL wNDING SYS AS FURNISHED By RIGID IS WCLUDED. F 1: � FJ, I HEADER TO F.O. JAMB CABLE BRACE CONNECTION DETAIL ANALYSIS. DLCTRANO/ORICAL AOTHERfro MECpmTSHANIC " 9 •6.. •• Sum SYSTEMS. BOLTS ARE AS NOTED OTHER THAN RIM ARE SPE0 ye�� NO WSRECTION OR WPFRNS • �F.ti�ICEM ... WPUED. ISSUE DESCRIPTION DATE ORN. CHK DES. DESCRIPTION I DETAIL PAGE A\\ A APPROVAL/PERMIT /18/19 MSS MVL CAS CUSTOMER OAKLAND LAND 6 DEVELOP ME,K END USER OAKLAND LAND 3 DEVELOPMENT. LLC BAL �UIIDINGS END USE OFFICE/WAREHOUSE BUILDING A IeroT Nai.vwvra STREET 15D2 WEST F STREET Iwm1 n no» CITY ST LP LA PORTE. TX 77571 PIII xx1Wp F- AI Fv:DLO usPoW 65259 14D]2] .T.S. E015 A e F STEEL LINE IMPORTANT NOTEo NOTCH AREA WDICATES 7' WCH BY 1 1/2- WCH RECESS FOR METAL WALL SHEETS THE SHEETS SHOMD NOT TOUCH THE BOTTOM OF THE NOTCH, WHICH Y U) VOID THE WARRANTYI SECTION THRU WALL PANEL �� AND CONCRETE FOUNDATION EAVE STRUT I 2"x24 GA. SAG STRAP .� GIRT A 7) AN HEAD SCREWS (TYP) ($10-16 z 1" PHILLI S, SO TEK 3) ONE PC. EACH LOCATION BASE ANGLE TYP. SAG STRAP DETAIL AT SIDEWALL WALL LINER N NOTCH AREA Z NOTCH AREA IETAL ES 1 1/2' WCH By 1 1/2' INCH 2 RECESS FOR METAL WALL SHEETS THE SHEETS SHOULD NOT MTOi THE BOTTOM 6 ME NOTCH, wwOl WdRD VDID THE WARRANTY] \ SECTION THRU WALL PANEL �v \ AND CONCRETE FOUNDATION RAKE ANGLE I 2"z24 GA. SAG STRAP GIRT (FM7) PAN HEAD SCREWS (TYP) (/10-16 x T" PHIWPS, SO TEK 3) ONE PC. EACH LOCATION BASE ANGLE TYP. SAG STRAP DETAIL AT ENDWALL ' STEE LINE BRICKS - BY OTHERS LINER _� SH_FLQQS__ 7" LEDGE IMPORTANT NOTES NOTCH MEA INDICATES 7' INCH BY 1 1/2- WCH RECESS FOR METAL WALL SHEETS THE SHEETS SHDIRD NOT TOOOI ME BOTTOM OF THE NOTCH, YARCII W MD THE WARRMTYI SECTION THRU WALL PANEL %� AND CONCRETE FOUNDATION 1 Y/A MEMBER SCREWS 12" ON CENTER WALL PANEL FLASHING L4x2x16GD LLH TRIMFT SHEETING A GL 5GO 10* GIRT PJ I ALL LINER `r„�` WAINSCOT TRANSITION DETAIL RF RAFTER RC95 CLIP - WALL GIRT WW�ENDWALL GIRT TO RAFTER CONECTIONGIRT TO RAFTER CONECTION ALL BOLTS ARE 1/2"0 x T" A307 ELtivtu DEC 3 0 2019 �! By- e, ----------- SEP 18 2019 OF tk,. SEAIWG Di 1H6 DRANWG WES MOT YP R CplSRN1E THAT RIGID 0.0BAL ENON' •� ME ENGNEER OF RECORD OR TE ' ROFEB ONAL FOR TIBS P CT. ONLT • DI MON OF THE METAL BuL SYSTEM • • ••. .. •. ....., URNIBH♦D BY MO M WCLUDEO. FWNDA R C NALYB % ELECTRICAL, AND MEC WCAL 9 V Y YSMN% AND/OR OTHER PMTS BUP m, NYONE OTHER THAN RNRD ME SPE(]i1CAU. •'••C/CENS KCWDED. NO WSPECOON OR SLN m I I$ 1 WILED. Ai IESCRIPTION I DETAIL PAGE 3 \ Z. EOTR 4• 1/2' THICK PLATE MAIN FRAME PATH 5/80 A325 BOLTS COLUMN WEB CANOPY PURLIN 1 [ CANOPY BEAM PBx18_BEAM WBx1B BEAM HOT-ROLLED 12 RAFTER 12 3/8 THICK PL WITH (2) 3/4'0 x 1 3/4' WELDED CUP A325 BOLTS RC146 (NS&FS) EXTENSION CEE STRUT (4)-1/20 x BUTTON HEAD BOLTS . . DETAIL 1 DETAIL 2 CANOPY RAFTER MAINFRAME COLUMN CONN 1/4' THICK SCAB PL 1/2' THICK PLATE Fu." WITH 5/8'0 A325 BOLTS CANOPY PURUN RE1 B . . L CANOPY BEAM HOT-ROLLED Qt/2' RAFTER 12 'O 1/4 THICK STIFF PL (NS/FS) WELDED CUP ECEIVE RC146 (NS&FS) EXTENSION _ DEC 3 0 200 CEE STRUT (4)-1/2'0 x 1' BUTTON HEAD BOLTS BY: 2019 :g�PtEOF T SECTION 'A' 9* *CANOPY RAIlER TO FNDWAII COLUMN CONNECTION I .. 5EAWNG OF THIS DRAWING DOES NOT IYRY I CA YA(i OR CONSTITUTE NAT RIGID OCRAL EW 4EER IS THE EIONAL OF RECORD OR NE DESIGN ..S.. • • .•..• .....�.« PROEESSF INCFOR THIS PRO.ECT.ONLY THE 56 DESIGN OF TH METAL BLSJXNG SKTEM AS •- M FURMSIED BY maD IS WC)LAED. FOUNDATNIN I1�Qo C/CEb /� SYSTINMIA&Y . [LECO OT NN RECTINIHER PARTS PPt SED BY AN ONE OTHER M RIQO ARE SPEDF1CALLY EXCWDED. NO WSPECTKw OR SUPERNSION IS IMPUTED. ISSUE DESCRIPTION DATE DRN.CHIC. DES. DESCRIPTION DETAIL PAGE 4 A APPROVAL/PERMIT /TB/19 MBS MVl CAS IIDINIS CUSTOMER OAKLAND LAND d DEVELOPMENT,LLC END USER OAKLAND LAND B DEVELOPMENT,LLC LID6Al END USE OFFlCE/WAREHOUSE BUILDING I A tuv Na»W`.wM STREET 1502 WEST F STREET H Tc nvrx CITY ST 21P LA PORTE.TX 77571 vnm,.:rytl4I>WM1M1 Fu:(n04I2- 4 65259 140727 N.T.S. r E017 A 3/5' THICK PLAT' WITH (2) 5/8'e x 1 1/z' *325 BOLTS (TYP AT ENDS) zs-o- L3x3x3/16' I I Y 1/4' THICK PL _ N RIGID FRAME CONNECTION PLATE — L3x3x3/16' PATH (4) 1A307x B1 1/tOLTS COLUMN _ WITH (5) 5/e'0 A325 BOLTS — — —3Y RIGID FRAME COLUMN L3x3x3/16' — — 1/4' THICK N Mm/B" ) 5/6'o x 1 1/2' STIFFENER PLATE — A325 BOLTS (TYP AT ENDS) (NS/FS) — L3x3x3/16' •-\ 'P9 _ STRUT- [ } f DETAIL 3 /. 3/6' THICK.PLATE STIFFENER PLATE 1/4' THICK PL M W 2 5 (NS/FS) STITCH BOLTS STRUT WITH (4) 1/2' x 1 1/z' ( ) /B'0 x 1 1/2- / AT 5'-0' MAX A3z5 BOlT5 (TYP AT ENDS) SPACING (2)Bx35C12 A307 BOLTS ' L3a3x3/16-J I 3/8' THICK PLATE \ / I •• WITH (2) 5/6'0 x 1 1/2' p A325 BOLTS (TYP AT ENDS) `\ LATE N THH(5)CONNECTION /- \ A325 BOLTS . DETAIL 3 O I DETAIL 2 ICK CONNECTION PLATE oO NTH (5) 5/B'0 ..... ..... ....... .. ... .. COLUMN \\ A325 BOLTS L3x3x3/16' RIGID FRAME COLUMN L3x3x3/16' FOR A / LSx3x3/i 6' NTH �� *32 (2) TSB(T x EN ` H/ A325 BOLTS (TYP A EN0 / DETAIL 1 - - _ - _ - _ - _ ECEIVED L3x3x3/16' DEC 30 0 2019 1) TYP. ANGLE BRACE DETAIL AT SIDEWALL DETAIL 2 3/e' THICK PLATE 'In' TH (2) 5/6'o x 1 1/2' L3x3x3/16' A325 BOLTS (TIP AT ENDS) PA G •.••r•••••�� , RIGID FRAME COLUMN SEP 18 2019 • '�' u• .a SEwONcI E ATAMND DOES NOT INEE � ARL VAa ti _71, aR ca+snnlE THAT morn ao19AL ENFANEFR IS THE ENOYNETR OF RECORD OR THE DE4DN �: «r•1 ••• • W DEPR GN 0! 1H FOR AH15 PROXANNO . STET THE 9 DESXRI Di TIE YETAI BIIROINC SYSIEu ASANALY •7STEEL LINE FLRMSl9]) BY m IS WUIXIEO. fOUNDAn t r4 A� �SIDEWALL I SflIEM . LLECTRCOT AND MECHANICAL 1 Fff �UEI9 I SYSTEMS AND/OR OTHER PARIS SUPPLIED BY 4.44•••••.• ` N DLT.NE HER THAN Rca ARE NOW CIIC I OR SPEI PEOTICAILY N IS ?``" \` 1/4' THICK ISSUE DESCRIPTION DATE DEN.CHK DES. fl DESCRIPTION DETAIL PAGE 5 STIFFENER PLATE A APPROVAL/PERMIT /16/19 MBS CAS CASCUSTOMER OAKLAND LAND&DEVELOPMENT.LLC (NS/FS) END USER OAKLAND LAND&DEVELOPMENT.LLC SECTION A END USE OFFICE/WAREHOUSE BUILDING A 1*033 xMn•- STREET 1541 WEST F STREET n aao65 CITY ST ZIP LA PORTE.TX 71571 P Fn:R41144s0 4 65250 140727 .T.S. r EOTB A (GSOI) GUTTER STRAP 4B' ON CENTER STITCH SCREW 6" ON CENTER POP RIVET, / OVERFLOW - RELIEF CUT (EGO1R) i SCULPTURED GUTTER (DTOI) — DOWNSPOUT STRAP POP RI T (NS&FS FLASHING - TRIM SPLICE BRICKS — BY OTHERS STITCH SCREW (10) POP RIVETS INSIDE CLOSURE LAP 3" PER LAP WITH WITH TAPE SEALER TYP CAULK /ON TOP & BOTTOM GU OTTER (PCTDI) PANEL CAP TRIM EAVE STRUT J DOWNSPOUT " FIELD BEND GUTTER POP RIVET TABS ON 4 SIDES INTO DOWNSPOUT (EG01R) GUTTER (DTOI) DDOWNSPOUT\ STRAP IF-VR PANEL HIGH RIB FIELD CUT GUTTER POP RIVET WITH 'X" PATTERN DOWNSPOUT TO GUTTER DETAIL -WALL PANEL (DT01) DOWNSP W T STRAP MASONRY NAIL MASONRY (BY OTHERS) / WALL 4 D. DOWNSPOUT & GUTTER DETAIL WITH FULLY SHEETED WALL GUTTER OVERFLOW RELIEF D.S. STRAP QUANTITY E.H. OTY. 10'-0 2 12'-0 2 14'-0 2 W-0 2 o'-D 25'-0 3 :4. J)ltR 1 SCULPTURED GUTTER & RAKE TRIM JOINT DETAIL D�N�ET4AN D M T9 WITH "R" AND "PBR" ROOF PANEL 12' 12' 12" 12" 12" 12" MEMBER SCREW 9j" zj" 9j' zj' 9j' 2j' DETAIL"A" g zj" 9j" zj' 9j' zj" DETAIL"A" �" SEE ROOF PANEL /SYMM SCREW LAYOUT T j T T }'(STANDARD) -~ ROOF PANEL I I"xy}"(OPTIONAL) MEMBER SCREW LOCATION MEMBER SCREW LOCATION I I TI CONNUOUS TAPE SEALER LAID ALONG PANEL CONTOUR (ALL MEMBERS) FOR ALL MEMBERS UNLESS NOTED OTHERWISE CAUTIONI DO NOT BREAK __- _-_ (2) SCREWS BETWEEN BASE r 12_ 12" 12' MEMBER AND 7'-4' GIRT. (1) SCREW BETWEEN ALL STITCH SCREW _ _ 2j' 7" 2j' 23 Y 2j" 2j" 7" 2j DETAIL"A" ROOF PANEL OTHER MEMBERS. OVERBEND 5' FOR j T URLIN AND (1 SCREW AT ALL MAXIMUM SEAL T T T T T MEMO LOCATIONS. MEMBER SCREW LOCATION PEAK PANEL DETAIL _ - EXTENDED LEG ON FOR PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS ONLY PBR' PANEL ONLY DETAIL"A" CONTINUOUS TAPE SEALER STT H CENTER a"xh*(STANDARD) TYP. SIDE LAP DETAIL I"xA"(OPTIONAL) "PBR" WALL LINER PANEL SCREW LAYOUT OVERBEND 5' FOR MAXIMUM SEAL ROOF STEEL LINE STITCH SCREWS AT 12" ON CENTER 1WTH 12' 12' 12" EXTENDED LEG ON LRT01R) CONTINUOUS TAPE SEALANT UNDER TRIM 9j" 2j' 9j'- 2or 2}" "PBR' PANEL ONLY DETAIL"A" $SCULPTURED .9r" DETAIL "A" RAKE TRIM ROOF PANEL / TYP. SIDE LAP DETAIL T j RA-1 RAKE ANGLE T -� MEMBER SCREWS 2 44' MEMBER SCREW LOCATION ROOF PANELS (ALL MEMBERS) STITCH SCREW 12" ON CENTER�� OUTSIDE WALL SCULPTURED RAKE DETAIL WITH SHEETED WALL "PBR" ROOF PANEL RIDGE VENT DIE -FORMED PROFlLESE AS ROOF PANEL) ROOF PANEL 9" THROAT PEAK PURLIN OPENING FM38 MEMBER SCREW FASTENED AT PEAK PURUN FOR WIND RATED REQUIREMENTS (SEE ROOF PANEL END LAP DETAIL) SECTION THRU RIDGE VENT WITH DIE -FORMED SKIRT (TDI APPROVED) COLOR: P.I., White F_CENEID DEC 3 0 2019 (1) SCREW BETWEEN ALL x STANDARD / NOTEI OTHER MEMBERS. STITCH SCREW 1, A"( ) SCREW PATTERNS SHOWN, AND 1 SCREW AT AU 1"xT"(OPTIONAL) �) OVERBEND 5' FOR CONTINUOUS TAPE SEALER SATISFY UL-90 REQUIREMENT MEMB R LOCATIONS. MAXIMUM SEAL LAID ALONG PANEL CONTOUR CAUTIONI00 NOT BREAK PURDN FOR ROOF. EXTENDED LEG ON DETAIL"B" 'PBR" PANEL ONLY TYP. PANEL END LAP DETAIL DETAIL "A" "PBR" ROOF PANEL SCREW LAYOUT TYP. SIDE LAP DETAIL "PBR" SOFFIT PANEL SCREW LAYOUT 12" 12" 12' 94" 2j' 91' 2j" 9j" 2j" DETAIL"A" T j T T T MEMBER SCREW LOCATION (ALL MEMBERS) (2) SCREWS BETWEEN BASE MEMBER AND T-4" GIRT. (1) SCREW BETWEEN ALL STITCH SCREW _ OTHER MEMBERS. OVERBEND 5' FOR �'- AND Cl) SCREW AT ALL MAXIMUM SEAL r c MEMBER LOCATIONS.6 E NDED LEG atG QFT t Lr R PANEL ONLYDETA�'\�G.w.."."•• ILAP DETAILP-1 �* CA LIT M. A RCa SEALING OF THIS DNAWNG DOM NOT IMPL �L OR CONSTITITE THAT RIGID GLOBAL ENGIN i IS THE ENGINEER OF RECORD OR THE DF9 t •: PRCFESSIWM. FOR THIS PROJECT WLY THE • .��CEM DESIGN OF THE METAL BUILDING SYSTEM AS ` GF� • y FURNISHED BY MGID IS INCLUDED. FWNDATW It\%•�f1AL 0 ANALYys. ELECTRICAL, AND MECHANICAL _! SYSTEMB. AND/OR DTHER PARiS SUPPLIED BY `"��" ANYONE OTHER THAN RIGID ARE SPECIDCALLY EXCLUDED. NO INSPECTION OR SUPERMSIgI IS IMPLIED. ISSUE DESCRIPTION I DATE IDRMICHKIDES.1Q DESCRIPTION I PANEL PROFILE. TRIMS B ACCESSORIES vw.MMa nwa A PANEL CLOSURE INSIDE) Q1/2• TRANSITION TRIM SHEETING ANCL STITCH SCREW MEMBER SCREW (GS01) 12. ON CENTER /12• ON CENTER GUTTER STRAP 33• STITCH SCREW INSIDE CLOSURE OUTSIDE CLOSURE \ WITH TAPE SEALER 48' ON CENTER WITH TAPE SEALER AT TOP AND BOTTOM STITCH SCREW ON TOP & BOTTOM 6• ON CENTER _ _ - ---- POP RIVET r------- ROOF PANEL GIRT (SETOI) EAVE STRUT EAVE TRIM PURUN STITCH SCREW E_I SCREW ON CENTER (MEG-1) 12 ION CENTER -- -_- - EAVE I GU TIER (DS01S) 11,,11 yy AA (BY OTT RS)IL DOWNSPOUT - (ESO1S)/ I SOFFIIT)TRIM SAVE SPACER (MDS-I) I DOWNSPOUT SOFFIT PANEL SPLICE ELBOW STITCH SCREW (DS01R) - 12. ON CENTER DOWNSPOUT RETURN (MDS-1) DOWNSPWT CANOPY WIDTH BRICKS — BY OTHERS DOWNSPOUT & GUTTER DETAIL AND CANOPY OR LEAN-TO ROOF TRANSITION DETAIL DSO1K — owN ouT KICKOUT STITCH SCREWS AT 12• ON CENTER WITH CONTINUOUS TAPE SEALANT UNDER TRIM ,ROOF PANEL MEMBER SCREW 12• ON CENTER (RA-1) RAKE ANGLE (RSO4R) RAKE SPACER SOFFIT PANEL - STITCH SCREW 12• ON CENTER PANEL DSOIs OWNS OUT FIELD BEND GUT TABS ON 4 SIDE INTO DOWNSPOU (10) POP RIVETS PER LAP WITH CAULK RIVET FIELD CUT GUTTER WITH •% PATTERN DOWNSPOUT TO GUTTER DETAIL GUTTER OVERFLOW RELIEF (DT01) DOWNSPOUT S RAP MASONRY NAIL MASONRY (BY OTHERS) /WALL AS WAINSCOT WALL PANEL BASE ANCLE/CHANNEL MASONRY ANCHORS (BY OTHERS) FINISH FLOOR ASSEMBLY rNE�a/ <1 tt TII �T �T N E r,�uRrA� RED C,VpBLE TO �T �PIko EX, y Odd FA O CUT BAKE IACE NI�Ft� *TM Op �fi10¢9TM E N4S,TMTTER E 0 0 E� FAOE�OF EEG "Na1TEA IT4A, SCUL PTURED ROOF PANEL ER & RAKE TRIM JOINT DETAIL CODER RM 041 FUR', mm, FtMITrP CCEIVED 1, DEC 302019 SEP 10 2013 J OF THIS ORA,MNG OOES NOT CONSRTUTE THAT MO GLOBAL EM THE ENGNEEIF OF REC O OR THE [ OFESSKWAL FOR THIS moo (:T. ORL' 4GH OF M METAL BIRgNG SYSTEI SCULPTURED RAKE DETAIL WITH SOFFIT •PBR'ROOF PANEL CITY ST nP U PORTE, TK n5TI 65259 _ 140777 N.TSA BOZO A, 'PBR' WALL HEADER F.O. HEADER TRIM DETAIL WINDOW SILL \ rF.O SILL IM STITCH SCREW i 12' ON CENTER 'PBR' WALL PANEL F.O. SILL TRIM DETAIL F.O.JAMB 'PBR' WALL PANEL J, F.O. JAMB TRIM DETAIL jL F.D. HEADER 'PBR' THIS E WALL PANE r �(FM (HTOM) MEA HEAD TRIM 12 (WTO6) WRAP TRIM F.O. HEADER TRIM DETAIL WITH WRAP TRIM HEMED LEG THIS SIDE 'PBR" WALL PANEL SA F.O. JAMB TRIM DETAIL WITH WRAP TRIM 'PBR OUTSIDE CORNER DETAIL ON MODULE OUTSIDE CORNER DETAIL ON MODULE 000 y Ir1 nP au`� ono Y GL wtr �lyrlc)..uac woR rcuom luo rRol (sa sNm ocv.) C SKTpN'A' M V aRr oow rm an 1 .• mrN rerwu cwr Tr�w •m : ucueu (mn wT oar) oom Wue ooaR rr rRv .v.ue Mm Lsa wx. ocv.) sierra SECTIONF A' dar B' m wT �f Bqr R.w A 4 ocr.As -c AS ISO9. amH TRIM TYPICAL WALK DOOR DETAIL 'PBR' JAMB RTRIM WALL LINER MMB MEMBER SCREW HEMED L2 ON CENTER O THIS SIDE 'PBR' JZ' WALL PANEL F.OWRAP WRAP TRIM SCREW ---- --(JTOIR) CENTER JAMB TRIM BRICKS OVER WAINSCOT PANI BY OTHERS F.O. JAMB TRIM DETAIL WITH WRAP TRIM 'PBR' WALL WALL PANEL S, F.O. JAMB TRIM DETAIL WITH WRAP TRIM SCREW CENTER rrd Mr ...uen ab PW. r M .,na. (roa) .lu da 41..P Mta 4aY aM rY minrYp Ivr b woes eY nrba M rurna W.la Ov Mel M Lm, Wy Yr 1/e' tivr[. a nre a.e �/>s' Yvaw. a rFaa bw nl r w rW. a.�rur ar rtlr eha pr b w. �+ I+y. pr re .sear. tie al yY v .mr r0 nY.�Yvri. le Wy JMY(!W dl). »W Ibntl „aMC uWw q Jrk.a wla }^C al�Jora (tl ni d). Mala bW.i wtd (rIMnN) .rlw.vp Nap n...e. . Mysl r awl .Mtl Mu erirY ra rr F w .tlr Vdllon � ne �s A�f agF.1 r NM • Fla1a. Nb w klYiip M .Y ml Fps.. w .aw ..a II✓. aYe M Ns Yawb[M.a Ftl b1Yn Yawl b ns. _ _L © I WTIJNE OF WALL LINER I I AT 7'-6' HIGH I I I I I I I I 9 FIELD VERIFY f FIELD VERIFY P F.O TRIM DETAILS (FOR FIELD LOCATE 3070 WALKDOOR) (2 PIECES) TRIM TABLE OID MARK LENGTH 7 JTOIR 7'-3' 8 1 HTOIR 1 3'-6' NOTE: MEMBER SCREWS AND SIDE LAP SCREWS THAT ARE IN DIRECT CONTACT WITH SKYLIGHT PANEL SHALL BE THE SCREWS WITH 1 1/8' DIAMETER WASHER. MEMBER SCREW LOCATION (ALL MEMBERS) MEMBER SCREW W(FMLLL)ALL LIGHT PANEL WALL LIGHT PANEL WALL PANEL WALL L SKYLIGHT SIDE FMG FASTENER 20V SCREWS AT 20' O.C. 20 ON CENTER WALL PANEL TO WALL LIGHT PANEL WALL LIGHT TO WALL LIGHT SIDELAP SIDELAP BRICKS OVER WAINSCOT PANEL. - BY OTHERS .. 1 1/2' (FM3LL) MEMBER SCREW AT 12' O.C. EAVE STRUT WALL LIGHT FMG FASTENER AT 20' O.C. 1 1/2- 2 1 /2' (FM3LL) MEMBER SCREW AT 12' O.C. WALL PANEL SECTION THRU WALL LIGHT Gv ECEIVED DEC 3 0 2019 SEP 18 2919 J Texas Department of Licensing and Regulation Architectural Barriers Project Detaiis Page Projectill: TABS2020008139 PROJECT https://www.tdir.texas.gov/-rABS/ProjectsrTABS2020008139 Registration Date: 1212412019 Project Name: 1502 WEST F STREET Project Number: TABS2020008139 Facility Name: 1502 WEST F STREET Location Address: 1502 West F Street La Porte, TX 77571 Location County: Harris Start Date: 1/1/2020 Completion Date: 6/30/2020 Estimated Cost: $800,000 Type of Work: New Construction Type of Funds: This project is privately funded, or private land for private rise. Scope of Work: Install underground utilities, pour paving, construct pre-fab metal building and office space. Square Footage: 6,500 ft' Are the private funds No provided by the tenant? Current Status: Project Registered PERSON FILING FORM Contact Name: Brian Stanton RAS RAS Name: BRIAN GARY,STANTON RAS p: 25 RAS Address: 701 14TH ST GALVESTON, TX 77550 RAS Phone: (713) 301-8230 OWNER Owner Name: Oakland Land & Development, LLC -Alton Ogden Owner Address: P.O. Box 952 Natchez, Massachusetts 39121 Owner Phone: (601) 442-6648 TENANT Not Assigned DESIGN FIRM Design Firm Name: ACW Construction, LLC - Phillip Johnson Design Firm Address: 1404 N. Sam Houston Pkwy E., Suite 14o Houston, Texas 77032 Design Firm Phone: (281)440-6300 Registered accessibility specialists (RAS) set and collect the fees for their services. Contact the RAS directly if you have questions about their performing plan review or inspection services. In accordance with 16 TEX. ADMIN. CODE §68.62, the owner of a building or facility must obtain an inspection from a RAS nd later than the first anniversary of the completion of construction. A request for inspection must he made by submitting a written regjjest faf irtepec6on to the RAS no later than 30 calendar days after the completion or construction. '0? s energy Inspections, Inc. ® 415 E. Houston, ste E, Pasadena, TX 77502 office@jenergyinspections.com Office - 713-677-0087 ! Fax - 832-201-0925 December 16, 2019 To Whom It May Concern: The following plan review was performed for Oakland Land and IDeve➢opment LLC regarding the new office/warehouse commercial building project, on 12/16/2019, utilizing written and/or electronic data supplied by the client. The project is to be located at: 1502 W. F St. )La Porte, TX 77571 This information is in compliance with the 2015 IECC. The software approach used is ComCheckTM Version 4.0.7.1 developed by The Department of Energy utilizing the 2015 IECC Chapter 4 Total UA alternative approach. If there are any questions regarding this report, or should any additional information be required, please contact me at 713-677-0087. Respectfully, Jeff Ybarra IECC certified Plan Reviewer/Inspector ICC #5225737-77 M ECEIVED DEC 3 0 2019 BY: COMcheck Software Version 4.2.Z.0 Project Information Energy Code: 2015 IECC Project Title: 1502 W. F St. Location: Pasadena, Texas Climate Zone: 2a Project Type: New Construction Vertical Glazing / Well Area: 9% Construction Site: Owner/Agent: 1502 W. F St. La Porte, TX 77571 Additional Efficiency Package(s) Designer/Contractor. Mike Westergren Oakland and Development LLC PO Box 952 Natchez, MS 39121 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-Warehouse : Nonresidential 6500 2-Office: Nonresidential 3250 Envelope Assemblies ECEIVED DEC 3 0 2019 BY: Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorp) Perimeter Floor 1: Slab-On-Grade:Unheated, [Bldg. Use 2 - Office] (c) 230 -- — 0.730 0.730 Roof 1: Attic Roof with Wood Joists, [Bldg. Use 2 - Office] 3250 38.0 0.0 0.027 0.027 NORTH Exterior Wall 4: Wood -Framed, 16" o.c., [Bldg. Use 2 - Office] 715 20.0 0.0 0.064 0.064 Window 6: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 -- — 0.500 0.500 Product ID NA, SHGC 0.25. PF 0.50, [Bldg, Use 2 - Office] (b) Window 7: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — — 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 8: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 -- --- 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 9: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 18 --- -- 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 10: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 -- --- 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 40 -- -- 0.500 0.830 Specs.: Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) EAST Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 2 - Office] 550 20.0 0.0 0.064 0.064 Window 3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — — 0.500 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) Window 4: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — — 0.500 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) Window 5: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 18 — — 0.500 0.500 Project Title: 1502 W. F St. Report date: 12/16/19 Data fliename: C:\UsersVefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 1 of 22 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor Perimeter Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) SOUTH Exterior Wall 2: Wood -Framed, 16' o.c., [Bldg. Use 1 - Warehouse] 715 20.0 0.0 0.064 0.064 Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] 21 — — 0.190 0.610 Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] 21 — — 0.190 0.610 WEST Exterior Wall 1: Wood -Framed, 16' o.c., [Bldg. Use 2 - Office] 550 20.0 0.0 0.064 0.064 Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — — 0.600 0.500 Product ID NA, SHGC 0.25. [Bldg. Use 2 - Office] (b) Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — -- 0.500 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (c) Slob -On -Grade proposed and budget U-factors shown in table are F-factors. Project Notes • • P • . • • • '� fr�f.,�_�.F `i. V..' wt-�+a e1 i'� t W� +-� v r ehr. fir, '1'.,. � x Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 44.1.1.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. C2��'k"�A Jeff Ybarra, Third -party Energy Code Inspector 12/16/19 Name - Title SignatLffe Date This report is for the new construction of a commercial office/warehouse building. It is valid for 180 days from original report date only. If required, a heatload calculation will be kept on file. Any HVAC systems installed will be according to the submitted Comcheck and the 2015 IECC. E'CEIVED DEC 3 0 2019 B y. Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Usersyefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 2 of 22 6 COMcheck Software Version 4.1.1.0 �( Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: 2015 IECC 1502 W. F St. New Construction Construction Site: Owner/Agent. Designer/Contractor: 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Additional Efficiency Package(s) Natchez, MS 39121 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-Warehouse:Medium/Bulky/Pallet Material Storage 6500 0.52 3380 2-Common Space Types:Office - Enclosed 3250 1.00 3250 Total Allowed Watts = 6630 Proposed Interior Lighting Power A B C D E Fixture ID: Description I Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse Medium/Bulky/Pallet Material Storage LED 1: 2x4 LED: HBLED LD4-24: Other: 2-Common Space Tyoe&Office - Enclosed LED 2: 2x4 Rec.: 24FR-LD4-65: LED Other Fixture Unit 25W: Interior Lighting PASSES: Design 90k� better than coc 'nterior Lighting Compliance Statement 16 203 3248 1 43 65 2795 Total Proposed Watts = 6043 Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspectors, 12/16/19 Name -Title Signatu Date ECEIVED DEC 3 0 2019 BY: Project Title: 1502 W. F St. Report date: 12/16/19 Data fllename: C:\Users\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 3 of 22 COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502 W. F St. Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor. 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Natchez, MS 39121 Allowed Exterior Lighting Power A Area/Surface Category B Quantity C D Allowed Tradable Watts / Unit Wattage E Allowed Watts (B X C) West side (Illuminated area of facade wall or surface) 2500 ft2 0.1 No 250 South Side (Illuminated area of facade wall or surface) 1625 ft2 0.1 No 162 Fast Side (Illuminated area of facade wall or surface) 2500 ft2 0A No 250 _No_rthSid_e (Illuminated area of facade wall or surface) 1625 112 0.1 No 162 Total Tradable Watts (a) = 2 Total Allowed Watts = 826 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areastsurfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast LED Other I 3: LED Other Fixture Unit 25W: East Side ( Illuminated area of facade wall or surface 2500 ft2)7 Non -tradable Wattage LED 3: I Other Fixture Unit 25W: Frontnr-Ice ( Entry canopyrTradable I.r..e .•11 a I:.:. ; .: . I- I. �•I .•.• : �.�,.: LED 4: Other Fixture Unit 2SW: Project Titie: 1502 W. F St. Data filename: C:\Usersljefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt 4 85 340 2 85 170 3 85 255 1 2 85 170 Total Tradable Proposed Watts = 0 CEIVED .'} DEC 3 0 2019 BY: Report date: 12/16/19 Page 4 of 22 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspector T3/ 12/16/19 Name - Title Signatu r —� Date ECEIVED DEC 3 0 2019 BY: Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Users\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 5 of 22 C®Mlcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: ProjectTitle: Location: Climate Zone: Project Type: 2015 IECC 1502 W. F St. Pasadena, Texas 2a New Construction Construction Site: Owner/Agent: Designer/Contractor: 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Additional Efficiency Package(s) Natchez, MS 39121 Reduced Interior lighting power. Requirements are Implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Radiant Heater, Electric, Capacity = 15 kBtulh No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Alr-Coded Condenser, No Economizer, Economizer exception: Humidity Requirements Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fen System: None 1 HVAC System 2 (Single Zone): Heating: 1 each - Radiant Heater, Electric, Capacity = 15 kBtulh No minimum efficiency requirement applies Coding: 1 each - Split System, Capacity = 48 kBtulh, Air -Cooled Condenser Requirements Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: None No Economizer, Economizer exception: Humidity 1 HVAC System 3 (Single Zone): Cooling: 1 each - Split System, Capacity - 48 ketulh, Air -Cooled Condenser, Unknown Economizer EC E IVE D Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: None 1 Water Heater 1: DEC 3 0 2019 Electric Storage Water Heater, Capacity: 50 gallons wl Heat Trace Tape Installed Proposed Efficiency: 0.84 SL, %1h (if> 12 kW), Required Efficiency: 0.84 SL, %/h (if > 12 kW) BY: Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspector12/16/19 Name - Title Signature Date Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Users\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 6 of 22 COMcheck Software Version 4.1.1.0 V Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions' column Is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. • Plan Review Complies?? CommattblASSa mptlona & .ID C103.2 !Plans and/or specifications provide all ',OComplies [PRlp 'information with which compliance ':ODoes Not can be determined for the building ;envelope and document where ❑Not Observable :exceptions to the standard are ❑Not Applicable claimed. C103.2 ;Plans, specifications, and/or,OComplies —� [PR2]1 ;calculations provide all information ODaes Not :with which compliance can be ;determined for the mechanical [_]Not observable : :systems and equipment and ;ONot Applicable document where exceptions to the .standard are claimed. toad calculations per acceptable engineering standards and handbooks. C303.2 Plans, specifications, and/or .00omplles [PR3]r :calculations provide all Information 'ODoes Not :with which compliance can be ''ONot Observable ; determined for the service water :heating systems and equipment and !ONot Applicable document where exceptions to the :standard are claimed. Hot water system sized per manufacturers :sizing guide. C303.2 Plans, specifications, and/or ;OComplles _ -- _ -- — [PR4]' :calculations provide all information ;ODoes Not with which compliance can be determined for the interior lighting IOryo[ Observable land electrical systems and equipment ONot Applicable and document where exceptions to the standard are claimed. Information Provided should Include Interior lighting power calculations. wattage of: bulbs and ballasts, transformers and ,control devices. C303.2 ; Plans, specifications, and/or ;OComplles [PRa]' :calculations provide all information ODoes Not with which compliance can be determined for the exterior lighting ONot Observable and electrical systems and equipment'ONot Applicable [ C E I V E D and document where exceptions to the standard are claimed. Information Provided should include exterior DEC 3 0 2019 lighting power calculations, wattage of bulbs and ballasts, transformers and ;control devices. C402.4.1 ;The vertical fenestration area <- 30 �OComplles (PR30F :percent of the gross above -grade wall ODoes Not :area. 'ONot Observable ❑Not Applicable 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) -; low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\UsersUetyb\Dropbox\all checks\COMcheck113502 W. F stock Page 7 of 22 Plan Review ComplloS? Comments/Assumptions p.W The skylight area <= 3 percent of the OComplies :gross roof area. ODoes Not ,Eli Observable osed spaces > 2,500 ft2 ;UComplles f under a roof with calling ]Does Not >15 R. and used as an office, atrium, concourse, corridor, ONot Observable s, gymnasium/exercise center, ;ONot A I pp icabie non. retail store, r000Wng requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight Vr>= 0.40; or a minimum skylight effective aperture Additional Comments/Assumptions: ECEIVED D DEC 3 0 2019 BY. 1 H h impact (Tier 1) 7ZMedium Impact (Tier 2) ; tnw Impact (Tier 3) Project Title; 1502 W. F St. Report date: 12/16/19 Data filename: GWsersYefyb\Dropboxtall checks%COMcheck1\1502 W. F Stcck Page 8 of 22 Section k Footing / Foundation Inspection fomplNs7 Comments/Assumptions 5 Req..ID iC303.2 Slab edge insulation installed per 'OComplies [F0O manufacturer's instructions. ODaes Not ONot Observable ONot Applicable C303.2.1 Exterior Insulation protected against ;OComplies I1`O61' '.damage, sunlight, moisture, wind ODoes Not landscaping and equipment ' Not Observable maintenance activities. ONot Applicable C402.2.5 _ Slab edge insulation R•value. OCamplles See the Envelope Assemblies table for vMues. [F0312 ODoes Not iONot Observable IONot Applicable C403.2.4. Snow/Ice melting system sensors for ;OComplies 5, '.future connection to controls. Freeze ODoes Not C403.2.4. protection systems have automatic -'ONot Observable 6 [F0913 controls Installed. ;ONot Applicable Additional Comments/Assumptions: ECEIVED DEC 3 0 2019 4 Y: �1 1 Xlgh Impact (Tier 1) ,2 Medium Impact (Ter 2) 3 Low Impact (Tier 3) J Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: CAUsersVefyMDropboxlall checkMCOMcheck1%1502 W. F Stcck Page 9 of 22 N Framing / Rough -in inspact[on I Complies? Comments/Assumpttons C3031.3 Fenestration products rated in OComplles -- IFR121° accordance with NFRC. ❑Does Nm ONot Observable ONot Applicable C303.1.3 Fenestration products are certified as OComplles [FR1311 to performance labels or certificates ODoes Not provided. '[]Not Observable :ONot Applicable C402.4,3 ;Vertical fenestration SHGC value. IOComplies See Me Envelope Assemblies table for values. [FR1011 'ODoes Not ❑Not Observable :ONot Applicable_ C402.4.3„Vertical fenestration U-Factor. !I]Complles see Me Envelope Assemblies tablo for values. C402.4.3. 'ODoes Not 4 [FRe11 'ONot Observable ONot Applicable C4Q2.4i-;U-factor of opaque doors associated OComplies See the Envelope Assemblies table for values. [FR. with the building thermal envelope '.ODoes Not ,meets requirements. 'ONot Observable UNot Applicable C402.5,1 IThe building envelope contains a ,O 'Complies [FR161t continuous air barrier that Is sealed In ODoes Not !an approved manner and either 'ONot Observable I constructed or tested in an approved manner. Air barter penetrations are -ONot Applicable sealed in an approved manner. C402.5.2. Factory -built fenestration and doors OComplies C402.5.4 :are labeled as meeting air leakage ODoes Not [FR1813 requirements. ONot Observable 'ONot Applicable Additional Comments/Assumptions: J LCEIVED I DEC 3 0 2019 ,V 1 High Impact ITler 1) 1 2 Medium Impact (Tier 2) 9 lnw Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\UWM\jeflb\Dropbox\all checkACOMcheckl\1502 W. F St.cck Page 10 of 22 Sect]" N Plumbing hough -In inspection Complies? Comments/Assumptions 5 ,ID C404.5, Heated water supply piping conforms '[]Complies C404.5.1, to pipe length and volume []Does No-, C404.5.2 ! [vL61 requirements. Refer to section details. '[]Not Observable :ONot Applicable C404.5. Heated water supply piping conforms ,[]Complies C404.5.1, to pipe length and volume ![]Does Not C404.5.2 'requirements. Refer to section details. ;ONot Observable IPL6)' ![]tint Applicable L-.. —..---- ------------- IC404,5, Heated water supply piping conforms OComplles C404.5.1, to pipe length and volume 'ODoes Not C4"5.2 'requirements. Refer to section details. Not .ONot Observable Applicable -- —� CA04.5. ;Heated water supply piping conforms .[]Compiles C404.5.1, .to pipe length and volume []Does Not C4045.2 [PL6) requirements. Refer to section details. ONoc Observable ONot Applicable C404.61, 1Automa� tic time switches installed to OComplies C404.6.2 lautomatically switch off the '[]Does Not [PL311 recirculating hot-water system or heat'.ONot Observable' trace. ONot Applicable j C404.6.3 Pumps that circulate water between a '[]Compiles 1 (PL7p heater and storage tank have conurola '0Does Nat that limit operation from startup to '[]plot Observable <e 5 minutes after end of heating cycle. ❑Nat Applicable C404.6.3 Pumps that circulate water between a ❑Complies (PL7[3 heater and storage tank have controls ODmes Not that limit operation from startup to []Not Observable o— 5 minutes after end of heating cycle.ONot Applicable C404.6.3 Pumps that circulate water between a '[]Compiles [PL7]1 heater and storage tank have controls '[]Does Not that limit operation from startup to -<- 5 minutes after end of heating 'ONot Observable, cycle. ONot Applicable .3 Pumps that circulate water between ls OComplies [PL713 (PL773 heater and storage tank have controls j[]Does Not Not that limitoperationfrom startupto;[]Not Observable. '. a= 5 minutes after end of heating moos cycle. []Not Applicable ' I C404.7 Water distribution system that pumps OComplies [PL6P water from a heated -water supply '[]Does Not pipe back to the heated -water source '..ONot Observable through a cold -water supply pipe is a 'ONot Applicable !demand recirculation water system. I Pumps within this system have controls that gstart romthepump upon receiving a signal from the action of a EG'E'VE� user of a fixture appliance and D :limits the temperature of the water ra :entering the cold -water piping to DE� 104°F. 111 High Impact_ Merl) 12 Medium Impact (tier 2) 9 Low Impact (Tier 3) Project Tnle: 1502 W. F St Report date: 12/16/19 Data filename: C:WseraljetyMDropbox%II checkslCOMchecklt1502 W. F Suck Page 11 of 22 Plumbing.Rough•In Inspection 1 Compllas7 i Cpmineme/Assumptlons water distribution system that pumps Ucompl:rs 'water from a heated -water supply ODoes Not pipe back to the heated -water source through a cold -water supply pipe Is a ONot Observable demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to C41M.7 Water distribution system that pumps OComplles'- [Pi.BT water from a heated -water supply 'ODoes Not pipe back to the heated -water source through a cold -water supply pipe Is a .ONot Observable demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the actlon of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104-F. C404.7 Water distribution system that pumps OComplies -' IPLB]a water from a heated -water supply ODoes Not pipe back to the heated -water source through a cold -water supply pipe Is a IONot Observable, demand recirculation water system. ':ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to Additional Comments/Asaumptions: ECEIVED DEC 3 0 2019 I`JI 1 I High Impact (Tier 1) 3 Medium Impact (Tier 2) S lDw 1 pact Me 3) Project Title: 1502 W. F St Report date: 12/16/19 Data filename: C:\UsersUefyb\Dropbox\all checks\COMchecki\1502 W. F SC.cck Page 12 of 22 N Mechenkel Rough -In inspection ao Complies] i Comments/Assumptions C40e ;Thermally ineffective panel surfaces oP.ODdesmplies [ME41]3 IME4113 aensl0le hearing panels have �ODoes Not Not ' insulation >- R-3.5. ONot Observable ' ONot Applicable C402.5.5, 'Stair and elevator shaft vents have OComplles ---- —� C403.2.4. motorized dampers that automatically ODoes Not 3 close. [ME313 ONot Observable ONot Applicable C403.2.12 HVAC fan systems at design OComplies See tie MechanlcalSystems list for values. 1 conditions do not exceed allowable ❑Does Not (ME6513 fan system motor nameplate hp or fan system bhp. ONot Observable ONot Applicable C403.2.12 HVAC fan systems at design OComplias Seem, Mechanlcw5ystems list for values. 1 conditions do not exceed allowable ODoes Not IME6513 fan system motor nameplate hp or fan system bhp. ONot Observable ❑Not Applicable_ C403.2.12; 1 HVAC fan systems at design :conditions do not exceed allowable 'OComplies ODoes Not See the Merhanica) Systems NO for values. (ME6513 'fan system motor nameplate hp or fan system bhp. ONot Observable 'ONot Applicable C403.2.12 _ Fans have efficiency grade WEG) >= TOCompiies _ 3 67. The total efficiency of the fan at ODoes Not INE11712 'the design point of operation <= 15% '.ONot of maximum total efficiency of the Observable. 'fan. ONot Applicable C403.2.12 Fans have efficiency grade (FEG) >- OComplles 3 67. The total efficiency of the fan at .Oboes No[ [ME11712 the design point of operation <- 15% Of maximum total efficiency of me fan. ONot Observable ONot Applicable 0403.2.12 Fans have efficiency grade (FEG) >= OComplles 3 67, The total efficiency of the fan at :ODoes Not [ME11712 the design point of operation <= 15% of maximum total efficiency of the ONot Observable Tan. ONot Applicable C403.2.13. Unenclosed spaces that are heated OComplles IME7112 use only radiant heat. 'ODoes Not ONot Observable. ONot Applicable_ C403.3.3 jME]V HVAC equipment efficiency verified. ies see me Mecnankel Systems list for values. 'ODoes Not IONot Observable ONot Applicable C403.2.6. Demand control ventilation provided OComplies 1 .for spaces >500 ft2 and >25 ODoes Not [ME591° people/1000 ft2 occupant density and served by systems with air side 'ONot Observable economizer, auto modulating outside ONot Applicable air damper control, or design airflow >3.000 cfm. C403.2.6.. Enclosed parking garage ventilation OComplles E��€Q- 2 has automatic contaminant detection Opoes Not IME115]3 and capacity to stage or modulate fans to 50%or less of design capacity. ONot Observable DEC 3 0 2019 ONot Applicable 1 High impact (Ter 1) 2 I Medium Impact (Tier 2) 3 Low Impact (Ter 3) Project 77Ne: 1502 W. F St. Report date: 12/16/19 Data filename: CAUsersVefyb\Dropbox\all checks\C0Mcheckl\7502 W. F St.cck Page 13 of 22 section -r--- M & R JD Mechanical Rough4n Inspection Complies? I Comments/Assumptions C403.2.7 Exhaust air energyrecoveryon 13Compliis—'— IME5711 systems meeting Table C403.2.7(1) 'ODoes Not and C403.2.7(2). ONot Observable, ONot Applicable C403.3.8 Kitchen exhaust systems comply with :OComplies ----_--' IME11613 'replacement air and conditioned ODoes Not Supply air limitations, and satisfy hood rating requirements and maximum Not Observable exhaust rate criteria. ONot Applicable C403.2.9 HVAC ducts and plenums insulated. les -- --- --'-- [ME§012 Where ducts or plenums are installed 'ODoes Not 1 '. in or under a slab, verification may need to occur during Foundation ONot Observable !Inspection. ONot Applicable UO3.2.9 'Ducts and plenums sealed based on Otomplles [ME1012 static pressure and location. ❑Does Nor 'ONot Observable 'ONot Applicable UO3.2.9.: Ductwork operating >3 in. water :OComplles _ 1.3 column requires air leakage testing. ODoes Not [MEll)1 ONot Observable ONot Applicable C403.29. Ductwork operating >3In. water !OComplies 1.3 .column requires air leakage testing. ODoes Net EMEII13 ONot Observable ONot Applicable C4012.9.: Ductwork operating >3 in. water OComplies 1.3 ]column requires air leakage testing. :ODoes Not [ME111a ONot Observable ONot Applicable C403.4.4. Multiple zone VAV systems with DOC OComplies 'see the Mechanka/5ystems list Nr values. 6 of individual zone boxes have static ODoes Not [ME13013 pressure setpoint reset controls. -ONot Observable ONot Applicable C403.4.4. Multiple zone VAV systems with DDIC OComplles 6 ; of Individual zone boxes have static '.Oboes Not see the Mecbanka/systemr list for values. [ME11013 j pressure setpoint reset controls. ONot Observable 'ONot Applicable C403.4.4. Multiple zone VAV systems with DDC OComplies see the Mechankalsystems let 6u values. 6 of Individual zone boxes have static 'ODoes Not [ME11013 pressure setpoint reset controls, ONot Observable U081.2. Air 1 .have ;ONot outlets and zone terminal devices :1 means for air balancing. 'ODoes Applicable Complies Not [ME53p j :ONot Observable _ ONot Applicable C403.5, Refrigerated display cases, walk-in _ Complies C403.5.1, coolerfreezers ODoesNot ECEIVED C403.51 remote compressors and remote [ME323]3 Condensers not located Ina ONot Observable. condensing unit, have fan -powered ONot Applicable DEC 3 U 2M D condensers that comply with Sections C403.5,1 and refrigeration compressor systems that comply with C403.5.2_ BY Comments/Assumptions: 1 Hlgh Impact (Tler i) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Protect Title. 1502 F St Report date: 12/16/19 Data filename: C:\UserSrs�efyblDropboz\all checks\COMcheckl\1502 W. F SUCKPage 14 of 22 ' LCEIVED DEC 3 0 10f9 BY: 111 High Impact (Tier 1) T2 m— d, m Impact Me, 2) 3 1 Low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data fllename: C:Users�efyb%Dropbox(all checks\COMcheckl%1502 W. F Suck Page 15 of 22 Section —_—_--- —_—_—_—__ M RougWin Electrical Inspection Compiles? Comments/Assumptions 6R .ID C405.21 ___�—___ _ ; Lighting controls installed to uniformly OComp res [EL1511 :reduce the lighting load by at least UDoes Nor 50%. :ONot Observable -ONot Applicable C4052.1 Occupancy sensors installed in UComplies [EL38)1 required spaces. 12Does Not UNot Observable ONut Applicable C405.2.1„Independent lighting controls Installed 'OComplles iC405.2.2. i per approved lighting plans and all ODoes Not 13 IEL2312 manual controls readily accessible and' visible to occupants. ONot Observable ONot Applicable C405.2:2..!Automatic controls to shut off all 1 !building lighting installed in all OComplies DDoes Not [EL22)1 buildings. ❑Not Observable _ ONot Applicable C405.2.3 Daylight zones provided with UComplies ---- fEL1612 individual Indepentrolsdent trol larea lights Independent of general area of general []Does Not IigMin9. ONot Observable ONot Applicable ' C405.2.3, Primary sidelighted areas are OComplies C405.2.3. equipped with required lighting Does Not ❑1. C405.2.3. controls. ONot Observable 2 ONot Applicable (EL2011 C405.2.3, Enclosed spaces with daylight area ',OComplies C4052.3. under skylights and rooftop monitors ODoes Not 1. C405.2.3. are equipped with required lighting controls. 'ONot Observable 3 jONot Applicable [EL2111 C4052.4 !Separate lighting control devices for ',OComplies [EL4)1 !specific uses Installed per approved Does Not lllghtlng plans. ONot Observable :ONot Applicable C4052.4 ;Addldonal Interior lighting power .Ocomplies [EL811 !allowed for special fun ctionsper Me ';approved ❑Does Not lighting plans and is !automatically controlled ONot Observable geeraland !separated from general lighting. ONot Applicable C4052.5 !Automatic lighting controls for exterior OComplles _II (EL251"' !lighting installed. Controls will be ODoes Not ;daylight controlled, set based on ;business operation time -of -day, or ONot Observable l reduce connected lighting > 30%. ONot Applicable C4053 (EL6)1 !Exit signs do not exceed 5 watts per :face. ;UComplies ODoes Noi ED ONct Observable Additional Comments/Assumptions: 1019 3 High Impact (Tier 1) L2 I Medium Impact (Tier 2) ; Wly Impact (Tie 3) Project Title: 1502 W. F St Report date: 12/16119 Data filename: C:U/sersVefyb\Dropboxlall checksWOMcheck111502 W. F St.cck Page 16 of 22 ECEIVED DEC 3 0 2og D BY: 1 High Impact (Tier 1) 2 Medium Impact (TIer2) 3 Low Impact (Tier 3) Project Tide: 2502 W. F St. Report date: 12/16/19 Data filename: C:WaerAefyblDropboxNall Checks)COMchecki\1502 W. F St.cck Page 17 of 22 N 5 ID limitation Inspection Complies? Cammertts/Assum dons p C303.1 Roof insulation installed per OComplies --" [IN3]' manufacturer's instructions. Blown or E]Does Not poured loose -fill insulation is installed where the roof slope is <-3 In _ONot Observable 12. ONot Applicable C303.1 ._ Building envelope Insulation Is labeled OComplles .___ --"— -" "-- [IN1012 with R-value or Insulation certificate 'ODoes Not providing R-value and other relevant data. ONot Observable ONot Applicable �C303.2 Above -grade wall Insulation Installed OComplles _ li N711 per manufacturer's instructions. ODoes Not ONot Observable _ONot Applicable j C303.2.1 Exterior hom ;OCoes; —JI [IN34]2 damageiwitha Proton damage with tivprotected protective material. Oboes Not Not j r Verification for exposedcur during Insulation may need to occur during IONat Observable 'Foundation Inspection, �ONot Applicable C402.2.1 ..Insulation Intended to meet the roof OComplies [IN17]s 'insulation requirements cannot be i00ces Nut ;ceiling. insulted on top of a suspended Mark this requirement ONot Observable compliant If Insulation Is Installed ONot Applicable !accordingly. C402.2.3 [IN61' Above -grade wall insulation R-value. ;OComplies see die Envelope Assemblies bible for vaares. 'ODoes Not ONot Observable __ ONot Applicable__ C402,2.5 .Floor [IN8]t insulation R-value. OComplies seethe Envelope Assembles bible for values. ,ODoes Not ,ONot Observable 'ONot Applicable C402.2.6 Radiant panels and associated ;OComplies -- [I14138]3 components, designed for heat ODoes Not transfer from the panel surfaces to the occupants or indoor space are ONot Observable insulated with a minimum of R-3.5. ONot Applicable C402.3 Highalbedo roofs satisfy one of theOComplles --- [INSY following: 3-year-aged solar ODoes Not reflectance >m 0.55 and thermal emittance >= 0.75 or 3-year-aged :ONot Observable :solar reflectance Index >-64.0. 'EINot Applicable C402.2.Z ;Roof R-value. For some telling (IN2]1 OComplies see the Envelope Asseroues more for values. ;systems, verification may need to ODoes Not occur during Framing Inspection. ONot Observable _ ONct Applicable rc C402.5.1. ;All soues of air leakage In the _ 'OComplies 1 :building thermal envelope are sealed, ODoes Not [IN3]1 ;caulked, gasketed, weather stripped ;or wrapped with moisture vapor - :ONo[ Observable :permeable wrapping material to ONot Applicable minimize air leakage. ' c.om merits/Aussumptlons: r L.V DEC 3 0 2019 0 By: 1 Nlgh Impact (Tkr 1) 2 IMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project TIUe: 1502 W. F St Report date: 12/16/19 Data filename: C:Ulser;NefybWropboxtall checkslCOMcheck1t1502 W. F St.cck Page 18 of 22 I&AeY.IDI Final Inspection I Compiles? I Comments/Assumptions uss, furnished O&M instructions for OComplies 08.2.5. systems and equipment to the ODoes Not building owner or designated 17P representative. 'ONot Observable ONot Applicable C303.3, Furnished 0&M manuals for HVAC 0Complies ICom --- '—"" C408.2.5..: systems within 90 days of system '� Not 3 "acceptance. 1981a 'ONot Observable ONot Applicable C4029.3 Where open combustion air ducts .00omplles [F15113 provide combustion air to open 17Does Not combustion fuel burning appliances. the appliances and combustion air ONot Observable opening are located outside the ONot Applicable :building thermal envelope or enclosed i 'i in a room, isolated from Inside the +. �thermal envelope. Such rooms are sealed and insulated. C402.5.6 ;Weatherseals installed on all loading 'OComplies — ---1 [F13711 'dock cargo doors. :Oboes Not ONOt Observable -In Applicable C402.5ONot Recessed luminaires thermal OComplles (FI26P.8 [FI26p and be IC ;envelope to limit .Seal ODees Not bet Interi and ish and Seal between ;Interior finish and luminalre housing. ONot Observable ONot Applicable C403.2.2 HVAC systems and equipment OComplies [Ft27p capacity does not exceed calculated 'ODoes Not loads. ONot Observable ' ONot Applicable C403.2.4. Heating and cooling to each zone Is _ E)COmplies 1 controlled by a thermostat control ODoes Not [F147V Minimum one humidity control device 'perinstalled :ONot Observable humldification/dehumliification 'ONot Applicable system. C403.2.4. Heating and cooling t -each zone Is OComplies — -- 1 controlled by a thermostat control. Oboes Not [FI4711 Minimum one humidity control device Per Installed '.Divot Observable ' humidification/dehumidificatlon ONot Applicable "system. C403.2.4. Heating and cooling to each zone Is ,OComplies ---- 1 controlled by a thermostat control. 'Opoes Not (F1471' -Minimum one humidity control device 'per installed 'ONO[ Observable humidIfication/dehumidiflcatlon ONot Applicable system. C403.2.4. Thermostatic controls have a 5 °F 'OComplies (F381a 'deadband. ElDoes Not L(;EIVED ONot Observable IC403.2.4. ONat Applicable Temperature controls have setpoint -OComplles 1.3 overlap restrictions. IOppes Not (F12013 IOObservable BY:_Not j 'ONot Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\UwmVefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 19 of 22 Section — ---------- ---CommsnWAssumptlons 0 6t Real.11D Final Inspection Cgnplles7 C403.2.4. Each zone equipped with setback []Complies 2 .controls using automatic time clock or ',[]Does Not IFI39]3 programmable control system. .ONot Observable ONot Applicable C403.2.4. Automatic Controls: Setback to 55'F -OComplles -- --- 2.1, (heat) and 85'F (cool); 7-day clock, 2. ODoes Not C403.2.4. 2.2 hour occupant override. 10-hour backup ONot Observable [F140]3 ONct Applicable i C404.3 Heat traps Installed on supply and OComplies lFlilja .discharge piping of non-dreulaU :ONot Dces Not 'systems. :[]Not Observable ;ONot Applicable � C404.4 All piping Insulated in accordance wkh'OComplies [FI2512 section details and Table C403.2.10. []Does Not ONot Observable _ []Not Applicable C405.4.1 ;Interior [FI1811 ',;lighting installed lamp and fixture power Is consistent with what '[]Complies ODoes Not see the lncenW Ughdng fixture schedule for values. ;plans, Is shown on the approved lighting demonstrating proposed watts 'ONot Observable ,are less than or equal to allowed ONot Applicable ; watts. C405.5.1 Exterior lighting power is consistent 'OComplles 5ee the ExrerlorLghting flMne schedule ror values. —� 11`I191' with what Is shown on the approved ![]Does Not lightingplans, demonstrating Proposed watts are less than or equal 'ONat Observable to allowed watts. []Not Applicable C408.2.1 ;Commissioning plan developed by -OComplles — — —� IR2811 j registered design professional or []Does Not :approved agency. :[]Not Observable _______[]Not Applicable C408.2.3. •HVAC pment h equias been tested to OComplles —, 1 ensure proper operation. -[]Does Not [F131j1 :ONot Observable 'ONot Applicable C408.23. ;HVAC control systems have been []Complies -- 2 :tested to ensure proper operation, :[]Does Not [F110]I ;calibration and adjustment of controls. ONot Observable ONot Applicable _ C408.2.4 Preliminary commissioning report OComplies [FI2911 completed and certified by registered '[]Does Not design professional or approved !agency. ONot Observable ONot Applicable f Furnished HVAC as -built drawings 1 submitted within 90 days of system []Complies []Does Not L GCEIVED (FI713 .acceptance. ONot Observable OEC 3 0 2019 ONot Applicable C40&2.5. Furnished as -built drawings for []Complies --- 1 ;electric power systems within 90 days ODoes Not BY: (MAG? 5 lof system acceptance. - �ONot Observable _ ONot Applicable 1 fHigh Impact (Tier 1) T2 Medium Impact (Der 2) 3 Low Impact (Tier 3)� Project Title: 1502 W. F St Report date: 12/16119 Data filename: CAUsersVeryb\Dropbox\all checks\COMcheck1\1502 w. F St.cck Page 20 of 22 FIMI Inspection I Gamplles?' An air and/or hydronic system 'OComplies balancing report Is provided for HVAC ODoes Not :systems. .ONot Observable �ONot Applicable :Final commissioning report due to OComplies building owner within 90 days of 'ODoes receipt of certificate of occupancy. Not ,ONot Observable ONot Applicable Lighting systems have been tested to OComplies ensure proper calibration, adjustment, ❑Does Not programming, and operation. Not Observable Additional Comments/Assumptions: Comments/Assumptions ECEIVED DEC 3 0 2019 BY: 1 High Impact (Ter 1) 2 Medium Impact ITier 2) ; Low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:NUWMVefyb\Dropbox\ali checkslCOMcheck111502 W. F Stock Page 21 of 22 rl vJe« I IUe: 1]UL VV. Y St. Data filename: C:\Usersyefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck ECEIVED DEC 3 0 2019 BY. Report date: 12/16/19 Page 22 of 22. ECEIVED DEC 3 0 2019 BY: Project Title: 1502 W. F St. Report date: 12/ Data filename: C:\UsersVefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 22 off 22 22 i energy inspections, Inc. 415 E. Houston, ste E, Pasadena, TX 77502 ` office@jenergyinspections.com Office - 713-677-0087 Fax - 832-201-0925 December 16, 2019 To Whom It May Concern: The following plan review was performed for Oakland Land and Development LLC regarding the new office/warehouse commercial building project, on 12/16/2019, utilizing written and/or electronic data supplied by the client. The project is to be located at: 1502 W. F St. La Porte, TX 77571 This information is in compliance with the 2015 IECC. The software approach used is ComCheckTM Version 4.0.7.1 developed by The Department of Energy utilizing the 2015 IECC Chapter 4 Total UA alternative approach. If there are any questions regarding this report, or should any additional information be required, please contact me at 713-677-0087. Respectfully, GO ECEIVED Jeff Ybarra IECC certified Plan Reviewer/Inspector DEC 3 0 2019 ICC #5225737-77 BY: n�(- n v9,o'pE. C oil r Ie fl a eic3 "...!ai i : i i✓ 7.t Project Information Energy Code: 2015 IECC Project Title: 1502 W. F St. Location: Pasadena, Texas Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 9% Construction Site: Owner/Agent: 1502 W. F St. La Porte, TX 77571 Additional Efficiency Package(s) ECEIVED DEC 3 0 1019 BY: Designer/Contractor. Mike Westergren Oakland and Development LLC PO Box 952 Natchez, MS 39121 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-Warehouse: Nonresidential 6500 2-Office: Nonresidential 3250 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Floor 1: Slab-On-Grade:Unheated, [Bldg. Use 2 - Office] (c) 230 — — 0.730 0.730 Roof 1: Attic Roof with Wood Joists, [Bldg. Use 2 - Office] 3250 38.0 0.0 0.027 0.027 NORTH Exterior Wall 4: Wood -Framed, 16' o.c., [Bldg. Use 2 - Office] 715 20.0 0.0 0.064 0.064 Window 6: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 18 — — 0.500 0.500 Product 10 NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 7: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — — 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 8: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 — --- 0.500 0.500 Product ID NA, SHGC 0.25. PF 0.50, [Bldg. Use 2 - Office] (b) Window 9: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 18 -- — 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Window 10: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 -- -- 0.500 0.500 Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2 - Office] (b) Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 40 -- — 0.500 0.830 Specs.: Product ID NA, SHGC 0.25, PF 0.50, [Bldg. Use 2-Office] (b) EAST Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 2 - Office] 550 20.0 0.0 0.064 0.064 Window 3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18 -- -- 0.500 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) Window 4: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 18 — — 0.500 0.500 Product ID NA, SHGC 0.25. [Bldg. Use 2 - Office] (b) Window 5: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 18- -- — 0.500 0.500 Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Users\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 1 of 22 Assembly Product ID NA, SHGC 0.25, [Bldg. Use SOUTH Exterior Wall 2: Wood -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse) Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] WEST Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 2 - Office] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office) (b) Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 2 - Office] (b) Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factormi Perimeter 715 20.0 0.0 0.064 0.064 21 -- --- 0.190 0.610 21 -- — 0.190 0.610 550 20.0 0.0 0.064 0.064 18 -- — 0.500 0.500 18 -- -- 0.500 0.500 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U-factors shown in table are F-factors. Project Notes Envelope Compliance Statement Compliance Statement., The proposed envelope design represented in this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspector 12/16/19 Name - Title Signat a Date This report is for the new construction of a commercial office/warehouse building. It is valid for 180 days from original report date only. If required, a heatload calculation will be kept on file. Any HVAC systems installed will be according to the submitted Comcheck and the 2015 IECC. ECEIVED DEC 3 0 2019 BY: Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\UsersVefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 2 of 22 6 COMcheck Software Version 4.1.2.0 �( Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: 2015 IECC 1502 W. F St. New Construction Construction Site: Owner/Agent: Designer/Contractor: 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Additional Efficiency Package(s) Natchez, MS 39121 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Wafts / ft2 (e X C) 1-Warehouse:MediumlBulky/Pallet Material Storage 6500 0.52 3380 2-Common Space Types:Office - Enclosed 3250 1.00 3250 Total Allowed Watts = 6630 Proposed Interior Lighting Powe A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp i Ballast Lamps/ 4 of Fixture (C X D) Fixture Fixtures Waft. 1-Warehouse Medium/Bulky_/Pallet Material Storage LED 1: 2x4 LED: HBLED LD4-24: Other: 2-Common Space Types Office - Enclosed LED 2: 2x4 Rec.: 24FR-LD4-65: LED Other Fixture Unit 25W: Interior Lighting PASSES: Design 9% better than coc interior Lighting Compliance Statement 16 203 3248 43 65 2795 Total Proposed Watts = 6043 Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspector 12/16/19 Name - Title bignatum Date ECEIVED DEC 3 0 2019 BY: Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: CAUsers\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 3 of 22 eCOMcheck Software Version 4.1.1.0 D( Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502 W. F St. Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor. 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Natchez, MS 39121 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) West side (Illuminated area of facade wall or surface) 2500 ft2 0.1 No 250 South Side (illuminated area of facade wall or surface) 1625 ft2 0.1 No 162 East Side (Illuminated area of facade well or surface) 2500 ft2 0.1 No 250 NorthSide (Illuminated area of facade wall or surface) 1625 ft2 0.1 No 162 Total Tradable Watts (a) = 2 Total Allowed Watts = 826 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non•tradabfe and tradable areastsurfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt West side ( Illuminated area of facade wall or surface 00 2) Non -tradable LED 2: LED Other Fixture Unit 25W: South Wattage 1 4 85 340 Side ( Illuminated area of facade wall or surface 1625 2)7 Non LED 3: LED Other Fixture Unit 25W: -tradable Wattage 1 2 85 170 Fide ( Illuminated area of facade wall or surface 2500 U)$ Non -tradable LED 3: LED Other Fixture Unit 25W: Front Entrance ( Entrycanopy 6 R2): Tradable Wattage Wattage 1 3 85 255 NorthSfde ( Illuminated area of facade wall or surface 1625 U)• Non -tradable LED 4: LED Other Fixture Unit 25W: Wattage 1 2 85 170 Total Tradable Proposed Watts = 0 Project Title: 1502 W. F St. Data filename: C:\Users\jeyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck ECEIVED DEC 3 0 2019 BY: Report date: 12/16/19 Page 4 of 22 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Jeff Ybama. Third -party Energy Code Inspector 4Y 12/16/19 Name -Tit a SignatuFt Date ECEIVEp OEC 3 0 2019 BY; Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Users�efyb\Dropbox\all checks\COMcheck1\1502 W. F St.cck Page 5 of 22 COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: 2015 IECC 1502 W. F St. Pasadena,Texas 2a New Construction Construction Site: Owner/Agent: Designer/Contractor: 1502 W. F St. Mike Westergren La Porte, TX 77571 Oakland and Development LLC PO Box 952 Additional Efficiency Package(s) Natchez, MS 39121 Reduced Interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heeling: 1 each - Radiant Healer, Electric, Capacity = 15 kStuth No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Humidity Requirements Proposed Efficiency = 14.00 SEER. Required Efficiency: 13.00 SEER Fan System: None 1 HVAC System 2 (Single Zone): Heating: 1 each - Radiant Heater, Electric, Capacity = 15 kBtulh No minimum efficiency requirement applies Cooling: 1 each - Split System, Capacity = 48 kBtulh, Air -Cooled Condenser, No Economizer, Economizer exception: Humidity Requirements Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: None 1 HVAC System 3 (Single Zone): Cooling: 1 each - Split System, Capacity - 46 ketu/h, Air -Cooled Condenser, Unknown Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER ECEIVED Fan System: None 1 Water Heater 1: DEC 3 0 2019 Electric Storage Water Heater, Capacity: 50 gallons w/ Heat Trace Tape Installed Proposed Efficiency: 0.84 SL, %/h (if> 12 kW), Required Efficiency: 0.84 SL, %In (if> 12 kW) BY: _ Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Jeff Ybarra, Third -party Energy Code Inspector 12/16/1 g Name - Title Signature if w Date Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\Users\jefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 6 of 22 eCOMcheck Software Version 4.1.1.0 wl Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text In the "Comments/Assumptions" column Is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. S T — Abe Plan Review Complies? CornmerrWAssumptions C103.2 ;Plans and/or specifications provide all :OComplies [PR111 :information with which compliance ❑Does Not :can bepe Observable :can and document wheilding lodeterminedforthebuilding ONot Applicable exceptions to the standard are claimed. C103.2 ;Plans, specifications, and/or OCamplles — [PR2P 'calculations provide all Information ❑Does Not :with which compliance can be j determined for the mechanical ;ONot Observable :systems and equipment and !ONot Applicable document where exceptions to the ;standard are claimed. Load ;calculations per acceptable !engineering standards and :handbooks. C103.2 ;Plans, specifications, and/or OComplles (PR311 :calculations provide all information :ODoes Not :with which compliance can be determined for the service water ONot Observable :heating systems and equipment and ONot Applicable :document where exceptions to the standard are claimed. Rot water :system sized per manufacturer's :sizing guide. C103.2 1 Plans, specifications, and/or ;OComplies [PR4P (calculations provide all Information IODoes Not !with which compliance can be l determined for the interim lighting IONot Observable :and electrical systems and equipment ONot Applicable :and document where exceptions to -the standard are claimed. Information provided should Include Interior lighting power calculations, wattage of bulbs and ballasts, transformers and jcontrol devices. C103.2 ;Plans, speciflcatI.ns,.nd1or iOComplies (PRe �calculatlons provide all information iODces Not :with which compliance can be �. determined for the exterior lighting jONot Observable :antl electrical systems and equipment ONutApplicable :antl document exceptions to q ECEIVED the standard are claimed. eclaimd.Inf should Include exterior exterior :liProvided ghting power calculations, wattage of DEC 3 0 2001 D :bulbs and ballasts, transformers and .control devices. C402.4.1 ;The vertical fenestration area o— 30 'OComplles IPR1011 !percent of the gross above -grade wall :ODoes Not ;area. 'ONot Observable ONot Applicable 1 , Nigh Impact (Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact (Tier 3)---� Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:\UsersUefyb\Dropbox\all checks\COMcheck1\1502 W. F Stcck Page 7 of 22 i C402.4.1 [PRllp Plan Review '.The skylight area <= 3 percent of the gross roof area. I Compiles? Comments/Assumptions OComplies ODoes Not []Not Observable ONot Applicable C402.4.2 ;In enclosed spaces > 2,500 ft2 L]Complles [PR14)° directly under a roof with ceiling 'ODoes Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, Not Observable .storage, gymnasium/exercise center, :ONot A pP cable :convention center, automotive . service, manufacturing, non- refrigerated warehouse, retail store, distributlon/sorting area, tansportation, or workshop. the ,following requirements apply: (a) the daylight zone under skylights is >a half the floor area; (b) the skylight area to daylight zone is >= 3 percent ;with a skylight VT>= 0.40: or a minimum skylight effective aperture >= 1 percent. Addkional Comments/Assumptions EGEIVED D DEC 3 0 2019 BY:_-� 1 Migh Impact (Tier 1) 2 rMedium Impact (Tier 2) 3 low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C\Uwmgefyb\Dropbox\all checkACOMcheck1\1502 W. F St.cck Page 8 of 22 section O & Req.ID C303.2 [F04)2 Footing / Foundation Inspectla Slab edge insulation installed per manufacturer's instructions.❑Does I CompNes7 [ommentsjAssumptPons ❑Compiles Not ONot Observable ONot Applicable -- . C303.2.1 'Exterior insulation protected against — — IOcomplles — --� [F061i (damage, sunlight, moisture, wind, '.ODoes Not landscaping and equipment 'ONot Observable maintenance activities. ONot Applicable— C402.2.5 [F03)r .Slab edge insulation R-value. .00omplles See the Envelope �Dlles table for values DDoes Not ONot Observable ONot Applicable C403.2.4. Snowlce melting system sensors for OComplles 5, Suture connection to controls. Freeze !ODoes Not C403.2.4., protection systems have automatic ONot Observable 6 controls installed. ONot (F0913 Applicable Additional Comments/Assumptions: E=CEIVED DEC 3 0 2019 BY: - 1 High impact (Tier 1) -2 MediumlmPaCt[Ter3) 3 1 Low Impact [Ter 3) Project Tide: 1502 W. F St. Report date: 12/16/19 Data Rlename: C:\Usersllefyb\Dropbox\all checks\COMcheckM502 W. F St.cck Page 9 of 22 Section �— Fr lug / Rough -In Inspection Complles7 Comments/Assumptions 6 R* .,, C303.1.3 Fenestration products rated in OComplles [FR1211 accordance with NFRC. ❑Does No' ONot Observable ONot Appllcable C303.1.3 Fenestration products are certified as OComplies [FR1311 ;to performance labels or certificates 'dElDoes Not provided. 'ONot Observable :ONot Applicable —J C402.4.3 Vertical fenestration SHGC value. OComplies Seedie Envalede Assemblies table for values. 11FR3011 'ODoes Not ONot Observable t 1ONot Applicable C402.4.3. !Vertical fenestration U-Factor. IOComplles .Seethe Envelope Assemblies table for values. C402.4.3. 1 'ODoes Not 1 4 [FRe11'ONot Observable ONot Applicable ' U-factor of opaque doors associatetl IOComplleS See the Envelope Assemblies table for values with the building thermal envelope ODoes Not i meets requirements. ONot Observable ONot Applicable C402.5.1 The building envelope contains a OComplies [FR1611 continuous air barrier that Is sealed In ODoes Not an approved manner and either 'ONot Observable constructed or tested In an approved manner. Air barrier penetrations are ONot Applicable sealed in an approved manner. C102.5.2, ',Factory -built fenestration and doors '.00omplles C402.5.4 are labeled as meeting air leakage ODoes Not [FR1913 !requirements.,pNot Observable ONot Applicable Additional Comments/Assumptions: rcE��ED DEC 3 0 2019 1 High Impact (Tier 1) 12 1Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data Manama: C:\Users\ efyb\Dropbox\ali checks\COMcheckl\3502 W. F Stcck Page 10 of 22 Section e Plumbing Rough -In Inspection CompIwil. Comments/Assumptions & R .Ip 1 C404.5. Heated water supply piping conforms 'OComplles C404.5.1, to pipe length and volume ❑goes Nnt C404.5.2 requirements. Refer to section details. ONot Observable [PL613 ONot Applicable I C404.5. Heated water supply piping conforms OComplies C404.5.1, to pipe length and volume:ODoes Not C40435.2 [PL61ONot ;'requirements. Refer to section details. Observable, i ONot Applicable C404.5, Heated water supply piping conforms ',OComplles C404.5.1, to pipe length and volume ODoes Not C40i [pL613 requirements. Refer to section details. ONot Observable ONot Applicable C404.5, ; Heated water supply piping conforms OComplies C404.5.1, to pipe length and volume ODoes Not �C404.5.2 I[PL6]3 requirements. Refer to section details. ONot Observable ONot Applicable C404.6.1. ,Automatic time switches Installed to OComplies C404.6.2 lautomatically switch off the Does Not [PL3]' recirculating hot-water system or heat ONot Observable trace. IONot Applicable C404.6.3 Pumps that circulate water between a 'OComplies [PL713 'heater and storage tank have controls !ODoes Not that limit operation from startup to <= 5 minutes after end of heating 'ONot Observable -.cycle. ONot Applicable C404.6.3 Pumps that circulate water between a -'.00omplles —II [PL713 heater and storage tank have controls 'ODoes Not that limit operation from startup to 'ONot Observable <= 5 minutes after end of heating cycle. ONot Applicable C404.6.3'; Pumps that circulate water between a 'OComplles [PL713 heater and storage tank have controls ODoes Not that limit operation from startup to <= 5 minutes after end of heating ONot Observable cycle. ONot Applicable C404.6.3 :Pumps that circulate water between a OComplies [PL713 heater and storage tank have controls 'ODoes Not mat limit operation from startup to <= 5 minutes after end of heating ,ONot Observable. '.cycle. ONot Applicable C404.7 Water distribution system that pumps Compiles [PL6j' water from a heated -water supply ODoes Not pipe back to the heated -water source .through a cold -water supply pipe is a ONot Observable demand recirculation water system. 'ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering Me cold -water piping to /�.L � E V G A V L LJ G 304°F. I 1 pGr 3 1 I High Impact (Tier 1) 12 j1dedlumn Impact (Ter 2) 3 Low Impact (Ter 31 Project Title: 1502 W. F St Report date: 12/16/19 Data filename: CAUWrs\[efyblDropboxiall checks)COMcheckl)1502 W. F Stcck Page 11 of 22 Section A Plumbing Rouph-In Impaction pection I Comp11"7 Comments/Assumptions a ROOM _ C404.7 Water distribution system that pumps 'OCompl:e [PLB]3 'water from a heated -water supply ODoes Not 'through !pipe back W the heated -water source a cold -water supply pipe is a 'ONot Observable demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and - limits the temperature of the water entering the cold -water piping W -, 304°F. C4D4.7 :Water distribution system that pumps OComplles [PL8)3 water from a heated -water supply 'Oppes Not pipe back to the heated -water source through a cold -water supply pipe Is a 'ONot Observable .demand recirculation water system. ONot Applicable • Pumps within this system have controls mat start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. 6404.7 Water distribution system that pumps OComplies [PL8)3 water from a heated -water supply ODpea Not 'through pipe back to the heated -water source I a cold -water supply pipe is a ONot Observabe'; demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water :entering the cold -water piping to 104°F. Additional Comments/Amumptlons: RECEIVED D DEC 3 0 2019 BY: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Tide: 1502 W. F St. Report date: 12/16/19 Data filename: C:Wser5VefybtDropbox1all checks=McheckI%I502 W. F Stcck Page 12 of 22 Section ------T— t— ----— a S R .ID Mechanical Rouph•In Impaction I Cam lest y I I Commental/Assumptlum C402.2.6 Thermally ineffective panel surfaces of'OComplies [ME41]s sensible heating panels have .CDoes Not :insulation>- - R-3.5. 'ONot Observable 'ONot Applicable C402.5.5, Stair and elevator shaft vents have 'OComplies --- C403.2.4. motorized dampers that automatically :Oboes Not [ME3]a ''close. ONot Observable ONOt Applicable C403.2.12 HVAC fan systems at design CComplies See tlM Mechankal 5ystems list for values. 1 conditions do not exceed allowable Oboes Not [ME6513 Ifan system motor nameplate hp or fan ONot Observable system bhp. ONot Applicable C403.2.12 HVAC fan systems at design ',000mplies See the Mechanical Systems list far values. J 1 conditions do not exceed allowable '.ODces Not [ME65p .system fan system motor nameplate hp or fan bhp. ONot Observable ONot Applicable C403.2.12,HVAG fa n systems at design _ ',O[Omplies See Ma MochankwSysove iist for values. 1 I conditions do not exceed allowable Oboes Not IME6513 ' fan system motor nameplate hp or fan- system bhp. ONot Observable ONot Applicable____ C403.2.12 Fans have efficiency grade (FEG) >_ OComplies ----- 3 67. The total efficiency of the fan at Oboes Not [ME1171z the design point of operation <= 15% Of maximum total efficiency of the ONot Observable fan. ONot Applicable C403.2.12 Fans have efficiency grade (FEG)) >_ OComplles '- 3 67. The total efficiency of the fan at 'CDoes Not IME11712 I the design point of operation <. 15% Of maximum total efficiency of the ONot Observable _ fan. ONot Applicable C403.2.12 Fans have efficiency grade (FEG) >= OComplies 3 67. The total efficiency of the fan at !Oboes Not IME11712 the design point of operation <= 15% Of maximum total efficient of the ONot Observable '.fan. ONot Applicable C403.2.13 Unenclosed spaces that are heated OComplles --- —� I[ME7112 use only radiant heat. CDoes Not ONot Observable -ONot Applicable_ C403.2.3 [ME5512 HVAC equipment efficiency verified. OComplles See dre Mechanical 5ystems list for values. —� Oboes Not CNot Observable ONot Applicable C403.2.6. Demand control ventilation provided ,OComplles 1 for spaces >500 ft2 and >25 '13Does Not [ME591r •people/1000 ft2 occupant density and served by systems with air side ONot Observable economizer, auto modulating outside ONot Applicable air damper control, or design airflow cfm. ;:-3,000 C403.2.6.: Enclosed parking garage ventilation OComplies IVED 2 has automatic contaminant detection !ODOes Not (ME11512 and capacity to stage or modulate fans to 50%or less of design capacity. IONot Observable =DEC U 20S �ONot Applicable BY: 1 High Impact (Tier 1) 1 2 Medium Impact [Tier 2)) 3 Low Impact (Tier 3) Project Tltie: 1502 W. F St. Report date: 12/16/19 Data filename: CAUsersVefyb(Dropbox\all checks\COMchecklU502 W. F Sbcck Page 13 of 22 eectla4 B i .tD Mechanical Rough -in Impaction - Comp i[as7 I Comments/Assumptions C403.2.7 : Exhaust air energy recovery on OComplles [ME57)1 .systems meeting Table C403.2.7(1) 'ODoes Not and C403.2.7(2). ONot Observable ONot Applicable_' C403.2.8 Kitchen exhaust systems comply with OComplies IME11631 'replacement air and conditioned ODoes Not supply air limitations, and satisfy hood rating requirements and maximum ONot Observable exhaust tale ONot Applicable'HVAC nd pie. ducts and plenums Insulated. OComplles - -- [ -' Where ducts or plenums are installed OOu¢s Not _ or under a slab, verification may need to occur during Foundation ONot Observable Iln ' - - Inspection. 'ONot Ducts and plenums sealed basedon Applicable OComplles " —� [ME (M . C staticpressure antl location. ODoes Not IONot Observable ONm Applicable C403.2.9. ;Ductwork operating >3 in, water ',OComplies1.3 -� column requires air leakage testing. ODcv, Not [MEll}?'. ONot Observable !ONot Applicable C403.29. Ductworkoperating>31n.water OComplles 1.3 ;column requires air leakage testing. Oboes Not (ME11]3 ONot Observable ONot Applicable C403.2.9. Ductwork operating >3 in. water OComplies 'column requires air leakage testing. ODoes Not [MEllj3 [M ',[]Nat Observable ONm Applicable C403.4.4. 6 Multiple zone VAV systems with DDC OComplies See the Mechanical systems list tar values. of Individual zone boxes have static 'ODoes Not [ME310[3 pressure setpoint reset controls. ONot Observable ONot Applicable C403.4.4. � Multiple zone VAV systems with DDC OComplies Sea the Memanicar systems list for values. 6 :of Individual zone boxes have static 'ODoes Not [ME110(3 pressure setpoint reset controls. ;ONot Observable ONot Applicable IC403.4.4. Multiple zone VAV systems with DDC OComplies 6 See the Mechankwsystams list Yw valves. of Individual zone boxes have static :ODoes �EME11013 Not ! pressure setpoint reset controls. .ONot Observable 'ONOLApplicable C408.I.2. Air outlets and zone terminal devices.00omplies i have means for air balancing. !ODoes Not [ME5373 Observable _ IN ONot Applicable ��C403.5. Refrigerated display cases, walk -In OComplies — —� C403.5.1, coolers or walk-in freezers served by ODoes Not C403.5.2 remote compressors and remote '.pNat Observable [ME32313 ' condensers not etllna - coondensing unit,, have fan -powered �ONot Applicable ECEIVED n condensers that comply with 5ections C403.5.1 and refrigeration compressor systems ma[ DEC9 O 1otl Cbb J I I comply with C403 5 2 L A avuu¢rone3 Commmntwnssumpltions: BY: 3 Nlgh Impact 171er U 2 rMel ium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 1502 W. F Sit Report date: 12/16/19 Data filename: C:\USersUefyb\Dropbox\all checks\COMcheckl\3502 W. F St.cck Page 14 of 22 j� ECEIVED I�{I DEC 3 0 2019 U BY: 1 I High Impact (Tier 1) 2 Medium Impec_t_(fler ]) low Impact (Ter 31 Project Title: 1502 W. F St. Report date: 12/16/19 Data fllename: C:\UsersVeyb\DropboAall checks\COMcheckl\1502 W. F St.cck Page 15 of 22 Section I— M Rough -in Electrical In ction I Comp(Ins4 I Comments/Assumptions 6 ,ID C405.2.7 ',Lighting controls installed to uniformly ,OComplies I IEL1511 !reduce the lighting load by at least ODoes Not 50%. ONot Observable ONot Applicable C405.2.1 ;Occupancy sensors Installed in OComplies —' [EL1811 :required spaces. :ODoes Not ONot Observable ONdt Applicable Independent lighting controls installed' 9 rig OComplies per approved lighting tans and all ODpes Not manual controls readily accessible and! visible to occupants. ONot Observable ONot Applicable Auomatk controls to shut off all OComplles -- -' building lighting installed In all jj,,t,,penden ODoes Not buildings. ONot Observable ONot Applicable Daylight zones provided with OComplles ndividual controls matcontrol the ODpes Not ights Independent of general areaighng..ONot Observable ONot Applicable C405.2.3, :Primary sldelighted areas are,OComplles C405.2.3. equipped with required lighting 'controls. 'ODoes Not 1. C405.2.3. ONot Observable ! 2 -ONot Applicable (EL201'., !Enclosed C405.2.3, spaces with daylight area iOComplles C405.2.3.under skylights and rooftop monlors IOuoes Not 1. :are equipped with required lighting C405.2.3. 'controls. ONot Observable: 3 ONot Applicable [EL21p C405.2.4 ;Separate lighting control devices for OComplies [EL411 ispecl0c uses Installed per approved ODoes Not lighting plans. '.ONot Observable ONot Applicable_ C405.2.4 ;Addltlonal interior lighting power '(]Complies [EI811 !allowed for special functions per the Oboes Not approved lighting plans and is ;automatically controlled and 'ONot Observable :separated from general lighting. ONot Applicable C405.2.5 :Automatic lighting controls for excel for 0Complles T— [Et25i^�a ;lighting installed. Controls will be ODoes Not j daylight controlled, set based on 'ONot Observable business operation time -of -day, or 'reduce connected lighting > 30%. ONot Applicable C405.3 Exit signs do not exceed 5 watts per ,OComplies FECEIVED [EL6]1 'face. 'ODoesNot ONot ObservableONotApplicable AddltionRl Comments/Assumptlons: BY: Y 3 High Impact (Tier 1) j 2j Medium Impact (Ter 2) 3 Lo impact (T 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data Fllename: CAUserstjefyb%Dropboxtall checks)COMcheck111502 W. F St.cck Page 16 of 22 RECEIVED DEC 3 0 2019 BY: U 1 I High Impact (Tier 1) 12 Medium Impact (Tier 2) 3 lew Imaac[ (Tier 31 Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:WsersyefyblDmpboxlall checks\COMcheck111S02 W. F St.cck Page 17 of 22 Section --T- 0 d Itasq.10 Insulation Inspection Complles? Comments/Assumptions C303.1 Roof insulation installed per OComolies it manufacturer's Instructions. Blown or ODoes Nat ;poured loose -fill insulation is installed only where the roof slope is <=3 In ONot Observable 12. ONot Applicable C303.1 IBuilding envelope Insulation Is labeled OComplles INQOp, with R-value or insulation certificate ODoes Not providing R-value and other relevant data. ONm Observable []Not Applicable C303.2 :Above -grade wall Insulation Installed OComplies -- Ill per manufacturer's instructions. ElDoes Not []Not Observable ONot Applicable C303.2.1 Exterior Insulation is protected from ;OComplles IIN147t damage with a protective material. Ell Not Verification for exposed foundation insulation may need to occur during ONot Observable. Foundation Inspection, IONot Applicable C402.2.1 .Insulation Intended to meet the roof OComplies [IN1733 insulation requirements cannot be []Does Not j installed on top of a suspended ceiling. Mark this requirement ONot Observable. :compliant if Insulation Is installed 'ONot Applicable :accordingly. - C402.2,3 'Above -grade wall Insulation R-value. ',OComplles See the EnvelopeAsser lirs table for values. [IN611 ';ODoes Not ONot Observable Applicable .C402.1.5 : [INB]t Floor insulation R-value. 'ODoes OComplies See the Envelope Assemales rook ror values. Not ;Ell Observable ;ONot Applicable C402.2.5 Radiant panels and associated �OComplies [Ill components, designed for heat ;Oboes Not transfer from the panel surfaces to the occupants or indoor space are '.ONot Observable insulated with a minimum of R-3.5. ONot Applicable C402.3 Hlgh-albedo roofs satisfy one of the,OComplies ---" [IN513 following: 3-year-aged solar ODees Not reflectance >= 0.55 and thermal emittance >= 0,75 or 3-year-aged '�ONot Observable solar reflectance index >� 64.0. ONot Applicable C402.2.2 Roof R-value. For some telling ;OComplles -,See elm envelope Assemblies mole ror values. (IN211 'systems, verification may need to ';ODoes Not occur during Framing Inspection. ONot Observable ONot Applicable C402.5.1. All sources of air leakage In the OComplles _ 1 :building thermal envelope are sealed ODoes Not Ill caulked, gasketed, weather stripped :or wrapped with moisture vapor-ONot Observable :permeable wrapping material to ONot Applicable permeable air leakage. ECEIVED Commie ants/Assumptions: nDEC 3 0 2019 I I BY: LI 111 High Impact _Merl) 12 jMedlum_ Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: C:Wsersljefyb%Dropbox\all checks)COMchecklt1502 W. F St,mk Page 18 of 22 Section -----------[---------- A ..: Find Inspection 6 Cpu�pltpp—� �Com"Ints/Asaumptlons --� C303.3, ' Furnished O&M instructions for OComplies _I C408.25. systems and equipment to the E]Does Not 2 building owner or designated [FI3713 representative. []Not Observable ONot Applicable L C303.3, ;Furnished O&M manuals for HVAC []Complies _— C408.2.5. '.systems within 90 days of system iODoes Not 3 IF18)' acceptance. IONot Observable 'ONot Applicable C402.5.3 Where open combustion air ducts ;OComplles [F151Y: provide combustion air to open 'combustion ODoes Not fuel burning appliances. ;me appliances and combustion air ONot Observable I opening are located outside the 'ONof Applicable building thermal envelope or enclosed in a mom, isolated from Inside the :thermal envelope. Such rooms am ,sealed and Insulated. rC402.5.6, Weatherseals Installed on all loading OCamplies [FI371r dock cargo doors. ODOM Not ONot Observable ONot Applicable C4 lZ5.8 _ Recessed luminaires in thermal :OComplles _ [Fl26Y :envelope to limit inflhration and be IC .ODoes Not :rated and labeled. Seal between interior finish and lummaire housing. ONot Observable ONot Applicable C403.2.2 HVAC systems and equipment 'OComplies [F12773 capacity does not exceed calculated ;ODoes Not loads. ONot Observable 'ONot Applicable C403.2.4. i Heating and cooling to each zone is Ocomplles 1 [FI477a :controlled by a thermostat control. ;Minimum one humidity control device I,ODoes Not Per Installed ,ONot Observable humldlilcation/dehumidification iONot Applicable system. C403.2.4. Heating and cooling to each zone Is[]Compiles —'- Not [FI4713 Minimum one humidity control device .Oboes Per Installed ;ONot Observable humidification/dehumidiflcation []Not Applicable system. C403.2.4. Heating and cooling to each zone is Oeomplies--- 1 controlled by a thermostat control. 'Oboes Not Minimum one humidity control d Ice I[F1477° per installed []Not Observable humidificadon/dehumidificadon ONot Applicable system. C403.2.4. 'Thermostatic controls have a 5 °FOComplies — 1.2 deadband. []Does Not [FI38Y 'ONot Observable C403.2.4. 'ONot Applicable _ EQEIVEQ -t Temperature controls have setpoint 'OComplies 1.3 IFI20Y overlap restrictions. Does Not �EC 9 O C J 1019 -ONot Observable ONot Applicable Ry 3 High Impact (Tier 1) 2] Medium lmpact M 2) 3 la Impact fit 31 Project Title: 1502 W. F St. Report data: 12/16/19 Data filename: C:Wsersjefyb\Dropboxiall checks\C0Mcheck1%1502 W. F St.cck Page 19 of 22 s«t � - - N Final Inspection Complies] CommardWAssumptlnns 6 Re .ID G03.2.4. Each zone a ui q ppo with setback OCo - 2 controls using automatic time clerk or Oboeess NNotot IFI39]3 programmable control system. ONot Observable i 'ONot Applicable G03.2A. —_— ;Automatic Controls: Setback to 55'F :—Com_— Oplies 2.1, (heat) and 857 (cool); 7-day clock, 2- ODges Not C403.2.4. 2.2 hour occupant override. 10-hour backup ONot Observable !i IF14013 ONet Applicable C404.3 .Heat traps installed on supply and OComplies —! [FI1113 :discharge piping of non -circulating ODoes Not systems. ONot Observable ONot Applicable G04.4 .All piping insulated In accordance with OComplies —II [FI2571 section details and Table C403.2.10. ODoes Net j ONot Observable ONot Applicable C405.4.1 _ Interior installed lamp and fixture �'OComplies See the Interior tlyhdng fixture schedule for values. [FI18]1 ! lightingshow power Is consistent with what Oboes Not is shown on the approved lighting ;plans, demonstrating proposed watts 'ONm Observable are less than or equal to allowed ONot Applicable 'watts. _ C405.5.1 Exterior lighting power is consistent OComplies --� See the ExtedorLl9hdng nature schedule for values. IFI1911 with what Is shown on the approved ODces Not lighting plans, demonstrating proposed watts are less man or equal ONot Observable to allowed watts. 'ONot Applicable G08.2.1 Commissioning plan developed by ~'OComplies _ (F121i registered design professional or Oboes Not approved agency. ONot Observable 'ONot Applicable G08.2.3. I HVAC equipment has been tested to OComplles 1 ensure proper operation. 'Oboes Not IF] ONot Observable 'ONot Applicable G08.2.3. ; HVAC control systems have been OComplles 2 Rested to ensure proper operation, ODoes Not [FI1011 :calibration and adjustment of controls. ONot Observable ONot Applicable G08.2.4 I Preliminary commissioning report OComplles (FI2911 !completed and certified by registered l design professional or approved ODoes Not !agency. ONot Observable ONot Applicable - ;Fumished HVAC as -built drawings ,OComplles 1`I submitted within 90 days of system Oboes Not IMP _acceptance. ONot Observable 'ONot Applicable ECEIVEII C408.25. �Furnished as -built drawings for OComplies 1 telectric power systems within 90 days '�ODoes Not DEC 3 O 2019 JF OJI :of system acceptance. 'ONot Observable ,�,•...•_, ONot Applicable 1 pact (Tier 2)� High Impact (Tier 1) 7 2TTedium ImLow Im�(Tler 3) Project Title: 1502 W. F St. Report date: 12/16/19 Data filename: CAUsehAJefyb\Dropbox\all checks\COMcheckl\1502 W. F St.cck Page 20 of 22 Section �— ---i ti e a .ro Final inspection Cofnpli Comments/Assumptions IC406.2.5. An air and/or hydronic system OComplles 3 balancing report is provided for HVAC ODoes Not [FI437` systems. ONot Observable ONot Applicable C408.2.5. Final commissioning report duet ;OCoei; owner within 90 of 'Oboes Not Not [FI30p :receipt [ receipt of certificate of occupancy. cup ONot Observable ONot Applicable C008.3 1 Lighting systems have been tested to OComplies [1`I331' :ensure proper calibration, adjustment, ODoes Not !programming, and operation. -ONot Observable ONot Applicable Aclummal Comments/Assumptions: ECEIVED DEC 3 0 2019 D BY: 111 High Impact (Tier 1) 2 Medium Impact M r 2) 3 Low Impact (Fier 3) project Title: 1502 W. F St Report date: 12/16/19 Data filename: CAUsersVefybWropboatall chock inCOMcheck111502 W. F Stcck Page 21 of 22 9`y ^� Texas Department of Licensing and Regulation ��5—,4s . Architectural Barriers Project Details Page Project#: TABS2020008139 PROJECT_ Project Name: Project Number: Facility Name: Location Address: Location County: Start Date: Completion Date: Estimated Cost: Type of Work: Type of Funds: Scope of Work: Square Footage: Are the private funds provided by the tenant? Current Status: PERSON FILING FORM Contact Name: RAS RAS Name: RAS M RAS Address: RAS Phone: OWNER_ Owner Name: OwnerAddress: Owner Phone: TENANT Not Assigned DESIGN FIRM Design Firm Name: Design Firm Address: Design Finn Phone: https:/Avww.tdlr.texas.gov/TABS/ProjectsrrABS2020008139 1502 WEST F STREET TABS2020008139 1502 WEST F STREET 1502 West F Street La Porte, TX 77571 Hams Registration Date: 12124/2019 1/1/2020 6/30/2020 $800,000 New Construction This project is privately funded, on private land for private use. Install underground utilities, pour paving, construct pre-fab metal building and office space. 6,500 it 2 No Project Registered Brian Stanton BRIAN GARY,STANTON 25 701 14TH ST GALVESTON, TX 77550 (713)301.8230 Oakland Land & Development, LLC - Alton Ogden P.O. Box 952 Natchez, Massachusetts 39121 (601)442-6648 ACW Construction, LLC - Phillip Johnson 1404 N. Sam Houston Pkwy E., Suite 140 Houston, Texas 77032 (281)449-6300 Registered accessibility specialists (RAS) set and collect the fees for their services. Contact the RAS directly if you have questions about their performing plan review or inspection services. In accordance with 16 TEX. ADMIN. CODE §68.52, the owner of a building or facility must obtain an Inspection from a RAS no later than the first anniversary of the completion of construction. A request for inspection must be made by submitting a written request for inspection to the RAS no later than 30 calendar days after the completion of construction. ECEIVED DEC 3 0 2019 BY: COMMERCIAL PERMIT NOTES 1. ALL NEW DEVELOPMENT MUST OBTAIN A WATER ACCOUNT THROUGH THE CITY OF LA PORTE WATER DEPARTMENT @ 281-470-5020, PRIOR TO BUILDING PERMIT ISSUANCE. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS IF APPLICABLE. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS) AS REQUIRED. 5. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN & INSPECTIONS. 6. IF ANY FILL DIRT IS BROUGHT ONTO THE SITE OTHER THAN INSIDE THE BUILDING FOOTPRINT, A SEPARATE FILL DIRT PERMIT IS REQUIRED 7. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED FOR ANY RELATED WORK. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE Itr<G'iL\�I� [e7•\�1Ey[ePI_[el� 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION IF APPLICABLE. 12. 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. 13. SEPARATE IRRIGATION PLANS AND PERMIT REQUIRED PRIOR TO INSTALLING THE IRRIGATION SYSTEM. IRRIGATION PLANS REQUIRED TO BE SEALED BY A TEXAS STATE LICENSED IRRIGATOR. 14. SMOKE DETECTORS REQUIRED TO BE INSTALLED AS PER THE 2011 NEC HARDWIRED AND INTERCONNECTED IF APPLICABLE. 15. GFCI RECEPTACLES REQUIRED TO COMPLY WITH THE 2011 NEC FOR THE KITCHEN COUNTER TOPS AND BATHROOMS WHERE REQUIRED. 16. ALL AREAS INTENDED TO BE UTILIZED FOR PARKING SPACE AND DRIVEWAYS SHALL BE SURFACED WITH MATERIALS SUITABLE TO CONTROL DUST AND DRAINAGE. 17. MINIMUM SIX-INCH (6") STUD WALLS SHALL BE REQUIRED WHERE DRAIN, WASTE, AND VENT PLUMBING IS INSTALLED. 18. ALUMINUM CONDUCTORS MAY BE USED:JN COMMERCIAL APPLICATIONS AS FOLLOWS: OUTSIDE AERIAL CONDUCTORS, AND SERVICE ENTRANCE CONDUCTORS. QRTE U RE FIRE MARSHAL LA PORTE FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 01/15/2020 Business Name Thompson Industrial Services Address 1502 W F St. Type of Review Construction Contractor LWC Construction Reviewed b Brandon Hazel ova Deputy Fire Marshal Ci Permit # 19-2400 Approval passed The Applicant shall be responsible to ansun Me design specifications and plans are complete and In compliance with the requirements sat forth in the 2015 Intemaaonal Fire Code (IFC) and Local Amendments as well as Me applicable referenced Standards listed in Chapter 45 of the 2015 IFC. This plan review, is not Intended to be fully Inclusive as other requirements may be Imposed as warranted by the Fire Marshal or as deemed necessary during on -site inspections by the Fire Marshal's Office. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED SET OF PLANS" ADDITIONAL REQUIREMENTS OF THE 2015 INTERNATIONAL FIRE CODE (IFC) MAY APPLY PER TENANT OCCUPANCY AND USE. 1) 2015 IFC, Section 503.1.1 Buildings and Facilities —Five Apparatus Access road (FIRE LANES) shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. 2) 2015 IFC, Sec 3310.1 Required access - Approved vehicle access for firefighting shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 feet of temporary or pennanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions. Vehicle access shall be maintained until permanent fire apparatus access roads are available. (Fire Apparatus Access Roads shall be in place prior to vertical construction) 3) Gates across Fire apparatus access roads will require a SEPARATE permit BEFORE installation. 2015 IFC: 503.6 Security gates — Where security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be listed in accordance with UL 325.3 Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F 2200. In addition to the 2015 IFC; i) The gate shall be designed so the fire Department can permanently Hold -open/ Lock -open the gate in the event of a fire. ii) The gate shall be designed with a manual override switch/ mechanism and located on the gate. iii) A current gate opener, key and/or the gate code shall be provided to the Fire Department. Page I oft 125 South 31d Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 t 4) 2015 IFC, Section 1010.1.10.1 Installation -All Exit doors shall have Fire/Panic hardware installed prior to final inspection; a. ALL locking devices on doors in the path of egress are required to unlatch with one operation. b. Egress doors shall be readily operable from the egress side without the use of a key, special knowledge or effort and shall not require tight grasping, tight pinching or twisting of the wrist to operate. c. Panic hardware shall be in accordance with UL 305. d. Fire Exit hardware shall be in accordance with UL I OC and UL 305. 'S) 2015 IFC, Section 1013.1 - Ensure all exit doors and egress path have proper Exit/Emergency tights per the 2015 IFC. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection. 6) 2015 IFC, Section 1008.3.2 Buildings - Emergency lights shall be installed on the interior and exterior areas of the egress doors prior to the Fire Marshal's final inspection. 7) 2015 IFC, Section 906.3 - Fire Extinguishers shall be mounted every 75' of travel to include all floors prior to the Fire Marshal's final inspection: Refer to Sec 906.3 to determine the actual Fire Extinguishers size/type that this location will require. a) Install a fire extinguisher in the upstairs storage area higtLhghted on sheet E2.0! b) 2015 IFC, Section 906.5 Conspicuous location - Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. 8) 2015 IFC, Sec 505.1 — Address identification shall be installed, visible from the street and maintained with a minimum of 4" tall letters. 9) 2015 IFC, Sec 310.3 —.Install "NO SMOKING" signs in the upper and lower storage areas. a). City Ordinance Sec 34-56 — Smoking is prohibited within 25 feet outside entrances, exits, or wheelchair ramps serving any entrance or exit, operable windows, and ventilation systems of enclosed areas where smoking is prohibited. 125 South 3'Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 September 9, 2019 RIGID S.O. NO.: CUSTOMER: ADDRESS: END -USER: JOBSITE: COUNTY: BUILDING END -USE: Gentlemen: Innovation - New Technology - Better Products - Global Reach 18933 Aldine Westfield - Houston, Texas 77073 Phone: 281-443-9065 - Fax: 281-443-9064 - Toll Free: 888-467-444 65259 OAKLAND LAND & DEVELOPMENT, LLC PO BOX 952 NATCHEZ, MS 39121 OAKLAND LAND & DEVELOPMENT, LLC 1502 WEST F STREET LA PORTE, TX 77571 HARRIS OFFICE / WAREHOUSE - Rigid Global Buildings, LLC, an IAS accredited manufacturer of metal building systems under accreditation criteria AC472, certifies that the above structures were designed in accordance with the A.I.S.C. standards, Specification for Structural Steel Buildings - Allowable Strength Design, ANSI/AISC 360-10 and Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10; the A.I.S.I. standard, North American Specification for the Design of Cold -Formed Steel Structural Members, 5100-07/52-10 Edition; the A.W.S. D1.1-10 Structural Welding Code -Steel and A.W.S. D1.3-08 Structural Welding Code - Sheet Steel, and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2012 International Building Code. (Refer to Building Description and Design Loads on succeeding pages) Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. Open web joists, if used and supplied by RGB shall be from a Steel Joist Institute (SJI) approved manufacturer. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Global Buildings, in its approved facility at Houston, Texas. It specifically excludes accessories, anchor bolts, foundation, masonry, or general contract work as well as erection certification. Sincerely, Professional Engineer TBPE Firm Registration: F-3117 www.RigidBuilding.com Page 1 of 3 Continuation, Rigid S.O. No. 65259 BUILDING DESCRIPTION BUILDING : A FRAME TYPE : RF WIDTH (ft) : 65 LENGTH (ft) : 100 EAVE HEIGHT @ BACK SIDEWALL (ft) : 25 EAVE HEIGHT @ FRONT SIDEWALL (ft) : 25 ROOF SLOPE @ BACK SIDEWALL : 1.0:12 ROOF SLOPE @ FRONT SIDEWALL : 1.0:12 BAY SPACING FROM LEFT TO RIGHT (ft) : 4 at 25 DESIGN LOADS DESIGN CODE DEAD LOAD (psf) COLLATERAL LOAD (psf) WIND LOAD Ultimate Design Wind Speed Nominal Design Wind Speed Risk Category Wind Exposure Enclosure Classification Internal Pressure Coefficient, GCPi Design Wind Pressure For Wall Components Wind Pressure (psf) asd Components Wind Suction (psf) asd Claddings Wind Pressure (psf) asd Claddings Wind Suction ,(psf) asd LIVE LOAD Primary Framing (psf) Tributary Area Reduction Secondary Framing (psf) SNOW LOAD Ground Snow Load, Pg (psf) Roof Snow Load, Pf (psf) Sloped Roof Snow Load, Ps (psf) Snow Exposure Factor, Ce Snow Importance Factor, Is Thermal Factor, Ct Slope Factor, Cs SEISMIC LOAD Seismic Importance Factor, Ie Seismic Occupancy Category Site Class Mapped Spectral Response Acceleration Spectral Response Coefficient Seismic Design Category : IBC 12 : Metal building structure only by RGB : 1 (Light fixtures) : Vult (3 sec. gust) = 155 mph mph : Vasd (3 sec. gust) = 120.060 mph : II - Normal C Closed 0.180 / -0.180 Based on Nominal Design Wind Speed 27.17 -29.83 31.84 -34.50 : 20.00 : Yes : 20.00 : 0.0 : 0.0 : 0.0 : 1.0 : 1.0 : 1.0 : 1.0 : 1.00 : II - Normal D Ss=0.073 :S1=0.039 Sds=0.078 :Shc=0.062 A Page 2 of 3 j . N Continuation, Rigid S.O. No. 65259 Basic Force Resisting Systems Used Total Design Base Shear, V (kips) Response Modification Factors, R Seismic Response Coefficients, Cs Analysis Procedure Used Rainfall Intensity (in/hr) Note: : Steel System Not Specifically Detailed For Seismic Resistance : Rigid Frames : Braced Frames : Longitudinal=1.11 Transverse=2.00 : Rigid Frames = 3.00 : SW X-Bracing = 3.00 : EW X-Bracing = 3.00 : Rigid Frames = 0.026 : SW X-Bracing = 0.026 : EW X-Bracing = 0.026 : Equivalent Lateral Force Procedure : 10.000 Building designed as per TWIA/TDI requirements, Inland I, 120 mph IBC'06 with Texas revisions. 1.RGB to design building & provide brackets only for a 10 ton capacity crane at shop area. ASCE rail, crane beam/channel, crane stopper, hoist & trolley are excluded from RGB scope of work. Crane data Crane span: 55ft Bridge weight: 9.7k Hoist Trolley: 1.35k Wheel Load: 12.9k Wheel Base: 8.25ft Crane Classification: C 2. Future mezzanine will not impose any load to RGB structure. Page 3 of 3 d - , p GENERALNOTES t.t FWnceMn slwl le an a[wsb-m R.GB. ad pnryce,n cmgfanu bads Ox applaMe vacMn, r W to dambe rgtioananls M abwebn graves MMro Y edat olfin'AM SOUGuM WaYrg COW DIT ads OLy. R.G.B. menuM,Wrinp prewO an mM W by Reference CerBl num m Houston R.GB. t] MPTERNLS ABTM DESIG14i MIN. YIELD STRENGIN H. plead; leer 3Mpes (W, &,C I L) ASMatai d Fy=Ed had Net Rc Steel sbi(W) AGO Fy=Ed Kb1 Round sbucWnl Tu iHIGS) A. Fy=42 KSI spuere/ReGSbueer ITubing IH55) ARM Fy=0 KS1 SbuRural Sam Wep%he AMA1011 Fy=55 KIM ... Sbel Flange PkreLBaR AsDuAl Of Fy=AS K31 Cash Formed Light Gage A553lefill Fy=85 KID Rua no Wa13Meb A112Ab53 Fy=SO, 80"1 Few MIN. this Ell High dagrai Rotl Bra A35 Fy=381t31 MIN. TENSILE STRENGTH Macnlu Bda&Nuts 107 Ell =SO KSI Hgh shoe, Bdh(1'0 and farm) A32STYPEI Eu=120 KSI HghsMngeh Bah(st"01o112a1 AsTVPEI 111=1. KID An.M, it, M.ii,rled) ASNA307Ml. or BE w=3&AO bad 13 PRIMER Shop primer pound I, a v,t broadens pnmerwTa. meets the and paaomnnce of Federal SpscMcaMn SSPC No. 15 and R G B. Rao or Gray ONe chi IN pant s nm meenbad ror dig term explore. isMe m Moents. R.Cars a. -Release rom it. r a-. or Me are, on-, fold as. ni of Mgional Mn in, rod ar times, storage. R,G.B. anal net be rempma0k be any Wd applied paint sharer cortmgs, ISeNen 85 AIBC Col. of Em rem Prods tam Ea"nI Ni the... oRmarwi W 1.1-Mae OMromim cleaned in conb.n aowmenm, 14 G4yNiIMDORSPECIALCOATNGS: SW CombaR Demmenb ,pLLe0OLTSAREO0-2'2Gf i0P] lateral (s1lv11p'.MM7eneal EXCEPT. wads.. waSM,(unless .A ..I-) e) EnewW retie, spice -"-a z o'-13M' p]25N bairn manor c Enewalmammarorafterconnec9an-t2'0.0'-11/a'p325N wrthM weshe, al Mainframe emmenlspbce -Warr p325N with washer SEE CROSS SECTION for amensbns. NOTE: One P11 washer m supplleo on main Mme moment serce and W M25 Site ini noted eMemk. on anwmg 16 Ant BOLT TIGHTENING REQU1REMEMb no°6fall tableoBaWsnE:obst•n� by me trmao rilb Wvnercn rmToasm Nance MM Me 14M Edison AISGRCSC'bpecificAal Fore 'Joe. exam ASTM. Ase, or As" Bois'. whorme are suppeetl apaaRy ham High bMrgM B 1s, _,V .zsW bash -.am are reqire ud before areMm ch. mlamon,mP.<don 2 r.mnvmno. M tie MN on seMn at ads.3 oIAISORCSC, Snu,,. toparmM EXCEPT for ids bl<wang mnohrons: a Mwaing boats M ngn eenm, are&,, S-F Design Cute9anex O. E F al Buarg supportln6 crams <) BUWlrgsupl>., maao ARRIC <reatas vmmMn Impact or ao-esarewrsal d)C«me . U., ABTM halo elm analih uswe ffrycrakal conaeyn 1)dras rdnbWe rids contr•cWspwlficeMm 1.7 CLMS E STRIPE ARE FURNIBHEG FOR APPLICATION'. dai Under met pamb at bear OUTSIDE -Belw mideao or. and At. pies Under oM og ndPbM 18 ERECTION NOTE. M bmangst pp B&ibridging shown and prmaed by RG 8 for "'a Miler, Named and Greg Inowled by Mar eraMr as a pemen Icome OfMe slvuum n aEdswnae g-rest-arm amelYryaunngaecaolablubmare shares respens "by to debmuneme amD.M metal Mcmg and to promn....aran as mead. 19 ERECTION AND UNLOADING NOT BY R GB, 110 SHORTAGES My calms «snoWgn by buyer nwa be mbe ato R.GB. YAM. five far woven, days after ae.rry, or such ea ne wall be <Onskereab haW been vat ae by Me customer he dome , 1.11 C ORR MOTION S OF E R MORE AND REPAIRI MBde610 Clams Or wmmmwea m,..1 Me.1•Bda.-d umb- RGB, sell nova mmrvee tinotnm-numen ad aM-d rm,onablemamalon surnrtisrils. The<on onolmnormisrasbyt ux ORib ems m amw Me conpunen6 imo Ine imeerae armtnt.I reaming, chipping and cutting . and Me replacement of minor shortages of ma araM Mano,nW pad olereNon eM are n0 su0(e010 dam No pMaf of Imar be rebmee ror elMgae,mtiafit wimoutma tin« app. nl OR.G.B. BUYER/END USE CUSTOMER RESPONSIBILITIES 21 It is dimmoronsWlM of. BUYER/ENO USE CUSTOMER be blown apPr.pWN ecap ..he ads secure nefeaary permlls Men CM. CwMy, Stale, « banner Agin- as Arnold, .no io eMiapl,ab&v. RG.B M.4m. man remMna a-1 2.2 RON Gbnal Buildings Mrsilubw mfened to as RGB) so ni a,"catpns apply unless abpukba omarwle m Ire CO,.H obatmema. RG. B. a.mgn. /ap,iaGun. wally bMena sbnmms. pna¢e m0Ma5 and amaan-snag S.-b M. w«k bash any timer n mrelabons b Me conbary nOtwere-dreg. It 6 undefined by bell Forces that Me BUYERrEND USE CUSTOMER is responslde for chMutlon of ,ngmwno weaduswns ham She smseMra Was endue,as-face are, 2.1 11 Go Of niscrepennes beMeen R G B. structural a. pram-M plans oMe, babes. R G D. mane alert govern.sect- 3AISC Cmeof «sbndaa Pfemciew Iab Ellere, 24 Approval of R G B. drawings and mkulaters Indicates met RG B.has rtebey inlrynaeG a. eppdea be Conmacl Documents. Thisapproval Me brmil. -a nu0anca at 11. R. G.B.Oeaon mnombe eaumi lions, and home, i3eRion a AGO ..be 1. For- and MBMP 3.3.51 25 Onle Me SUYER/END USE CrOTOMER has signed R G B. Appmvel package one In. pbletl is released our Rlr-bel long- shag be bdmm leo a euYEW END UBE CUSTOMER,nduemg material engineering and other Goals. An adamenal He may be cMged IMa pb(ect mull be mouse bum Me fal-bran no afraid g schedule. DRAWING PACKAGE SALES NO. 1 65259 IJOBNO.1 140727 BUILDING1 A CUSTOMER I OAKLAND LAND & DEVELOPMENT, LLC END USER I OAKLAND LAND & DEVELOPMENT, LLC END USE OFFICE / WAREHOUSE STREET 1502 WEST F STREET CITY ST ZIP LA PORTE, TX 77571 HARRIS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: DESIGN LOADS: Design Code Dead Load (psf) Collateral Load (pi Wind Load Ultimate Design Wind Speed Nominal Design Wind Speed Risk Category Wind Exposure Internal Pressure Coefficient, GCPi Design Wind Pressure For Wall Components Wind Pressure (part Components Wind Suction (pat) Claddings Wind Pressure (pst) Claddings Wind Suction (past) Enclosure Live Load Primary Framing (psf) Trib. Area Reduction Secondary Framing (psi') Snow Load Ground Snow Load, Pg (ps1) Roof Snow Load, Pt (psi Sloped Roof Snow Load, Ps (psi) Snow Exposure Factor, Ce Snow Importance Factor, Is Thermal Factor, Ct Sloped Factor, Cs Seismic Load Seismic Importance Factor, Is Seismic Occupancy Category Site Class Mapped Spectral Response Acceleration Spectral Response Coefficients Seismic Design Category Basic Force Resisting Systems Used Total Design Base Shear, V (kips) Response Modification Factors, R Seismic Response Coefficient, Cs Analysis Procedure Used Rainfall Intensity (in/hi Other Loads/Requirements Before erecting your building, please see the Rigid Erection & Safety Manual BUILDING DESCRIPTION: IBC 12 Width (ft) : 65 Metal building structure only by RGB Length (ft) :too 1 (Light Fixtures) Eave Ht. at BSW (ft) :25 Eave Ht. at FSW (ft) :25 Vult (3 sec. gust) = 155 mph Roof Slope at BSW : 1.0:12 Vasd (3 sec. gust) = 120.060 mph Roof Slope at FSW : 1.0:12 II - Normal Bay Spacing (ft) : 4 at 25 C COVERING AND TRIMS: : 0.180 / -0.180 Roof Panels & Trims : Based on Nominal Design Wind Speed Panel Type : 26 Ga. PBR :45.289 x 0.6 = 27.17 Panel Color : Solar Whte : 49.712 x 0.6 = -29-83 Roof Trim Colors Eave Trim ...... S2000 Standard ll(( 53.073 x 0.8 = 37.84 Eave Gutter : 52000 Stanchto -57.496 x 0.6 --34.50 Gable Trim S2000 Standard Closed Wall Panel & Terms Panel Type : 26 Ga. PER . 20.00 Panel Color : Ash Gray : Yes Wall Trim Colors .20.00 Comer Trims Opening Trims IM 0.000 Downspouts :0 Wainscot Panel & Trims :0 Panel Type : 26 Ga. PER 1.000 Panel Color o e 1,pgg Trim Cobra : 52000 Standard : 1.000 Wainscot Trim Colors : 32000 Standard : 1.000 Liner Wall Panel & Terms Panel Type : 26 Ga. PBR 1.00 Panel Color : Solar White II - Normal Liner Trim Colors : Solar White : D Canopy Roof Panel & Trims Ss = 0.078 :S1 = 0.062 Panel Type 6 Sds = 0.078 : Sd1 = 0.082 Panel Color : S200 tan ads Roof Trim Colors : 52000 Standard Steel System Not Specifically Detailed Canopy Soffit Panel & Trims For Seismic Resistance Panel Type 6 Rigid Frames Panel Color : S 00 tan and Braced Frames Soffit Trim Colors : S2000 Standard Longitudinal= 1.11 Transverse= 2.00 Rigid Frames = 3.00 Notes: SW X-Bracing = 3.00 1. RGB to design building & provide brackets only for 10 ton -. EW X-Bracing IF 3.00 capacity crane at shop area. ASCE fail, crane begurriffstannel, Rigid Frames = 0.026 crane stopper, hoist & trolley are excluded from RGB scope of work. SW X-Bracing = 0.026 EW X-Bracing = 0.026 Crane Data Equivalent Lateral Force Procedure Crane span: 55 It 10.000 Bridge weight: 9.71k Building designed as per TWiArrDI requirements, Hoist Trolley: 1.35k Inland I, 120mph, IBC'06 with Texas revisions. Wheel Load: 12.4k Wheel Base: 8.25 ft Crane Classification: C 2. Future mezzanine will mot impose any load to RGB structure. 26 The 8"ER/END USE CUSTOMER.. resyneipN for oven)pr c.b.n. Al beRa m, mmpaMdty, and dealer<omdnarpns nonamnng any na . not Nm2Md py R. Ga. and R G.B. area system ere to ascon me ter and mmanated by Me BU VER/ENO USE CUSTOMER. Specific Gangs cMe- mnceminq Min be.._ Mtween Me for must be N-re d pebre r.We. for M1bnupon cr R.G B. assumptions ball q•wm (Sector, 4 and Commentary. AISC Came of Standard Elected 14M Edition) 27 2E eta 2.11 2LE 2.13 2,14 it is Me mspons,pAM of the BUYER,END USE CUSTOMER b ensure Ma R G B. Plans comply bads Per appoll rpunememe of eq pm embp Du411ng SNMan- The suppl,eng of seebd engineering data and arawngs be Me mein OUR, system aoea not ery,ry or constitute an agreement Mn R.G,B. or deal' arrears... acting as be en,i of aoN or dealer pmhsspnel for • consWgron pmp0. These arNi en seaea WIN to mMy the design of be safectral compomms NmnMd by R.G B. The BUYERVENO USE OUSTOMER b responsible for seeing of anchor Guam and .a. •I areal n accordance real R.G. B. 7., Commander' drawings only. Tenyonry suppom such As pup, brims. fahew<M, francs, - .MerekmeMsnal' for Me eredbnnp ham. be atte-nmea NmBnad and In No W ayMe erenbr, No tlerr¢ charter be purchased berm ry inter drawp,g¢,'mgMmg anchor Use only final O CN3TRUCTION DRAWINGS"foa Mis uae.ISecton]AISC Code of N PraM<e. lam Eanun.l Rg be r Buildings krespwsiple for Me dings of Me encner pored tie bf.Ilenslerouorc•s betw.en Me Ma vlaM •ne Me.mnnr ion in are eaAng enatenzpn, bNismiresp'nsibbbr Mebans rolancbrb,G fortes b Me wncrate. an<M[ Mn empeameM or Me Meguery.film Gi poll in relmion as be connate. Unless Rhervds. pmvat, ea in Me Order Documents RGB. a- out design and N not mspmniae our Me design,' mi endm'eWc not Metwndxbn«land.,enal-m I1. END USE CUSTOMER ahouM assure nimsen Mtl a Wgueh pmvrsgm ere rrede In Me bwWnm desgn for bads Import by column reactions of this building. INMr mposed beds, and perm Grimaldi of Me soli and oN« con rtons of Me odabg m, l n moommndea that Me wdidrage/umna eqf erroe0mnt and foundation olMe duaarg be designed by a Regulated Probabnal EnBmear eeperlenad in Me design of sands Nu ms,(Chal IV Section 322 Meld Busing Systerrs Moment 2nl2 Edison) Normal channel Oaramome InmW Me c.neclions m nvn« moms by m der k anroums mreamiM. r .,Ins,wawb, or Ming. and M. drwdrg of ebrre'k Into am Mmu gn MeimendMlgns Ertors wml cannotM coasted ayme bmgong bell orharm require beer changes in besmear cwhguMion an tom WoM inmed1aMy to R GAS by Me BUYER/END USE CUSTOMER, to enable wt. ma,mbibk e4her b -0 the enol lab approve Per rroA effluent no econ- rteM.a of cvrteRbn to be used by inners. (section 7 AISC end, of Standard Problem 1411, Edson) Nestor Me attract nor the BUYERIEND USE CUSTOMER and m, old or olhemass after has cool o, Me woM1 of other it-, b em.mrNOale other lodes, unksanW,work i¢deaM aceMnee in Me comxc[aocunems. whenever suchwedsassealf, the BUYERIENDUSECUSTOMERIsrespdns WbrNmMmg mmrMee Inldmution es ro mnene6, see hMn and number of ahe2Wm photo emearMgn ofshop arawar, iSFAen7AISCCOW ofstemard Presume, tam EGMw1 WARNING Innc nx znouM GeNalumetlrelpanek De usetl Zcareeliohwinkeua,copper. 9UMkedandnuptialle-he 1. mon- effects on Mume e GeNalally coming Men they are in cemmsc bash GMvalume seal pmneN. Even runoRbom copper Mai wrong, -bbeng onto GaNaluna NDuU be avaaea. SAFETY COMMITIEM Ragad Game I B M 9 n s_arcg A to- nuka[unq IMb sn9 e HareY.r, Me sally ads a m�yla. MyonD Me b Iof R.G _ nn.bonelr re eeeCTM M-.'iaab(e i1 aradnpeadenpad bfinet pp,mMI r(p-se. Loral stet., and safety d n knstandardsn le Av vs nau workers I ty. Make Nin II mplry a an most«ceucW ymainland floating.Sm g myof should M known 11 ebMA, <. - Da y meetings n gnlgndng Gable Pro M 1 O remmoTee ndea. Tne e olhardnot, ruare sofa sMes for roof wwlm, «op.renwpmemM handling methanol. and safety nett Mere apppume, ere recommended. Roof dmanaga syehm (gutler, damap M tab,),^uar be Ire. oleny.bvWction bensuresmoomow, many BNendim, 215 n. 2mmrenaea by Factory Mubel(Rem,ena; B2MI C. me. be de a. I.e..wnan Ice Ne nannum snow depth¢ ... cal .TM rlwimuma,ww aspM ban pas ea dGrow on Me dealt snow Ma ads w Me demay 0 snow Wor be anded .See Glen Maw. RCOF SNOW LOPD (IN PSF) EpMNHIrQIW'IBa1r AT IaNi IIN INCXES) RECOMMENDED SNOW HEIGHT WIEII LIxM'RBgVKalAla9iAM 20 30 40 8D 0aaa- 1023 30 83 ]O as NOTE F« SmvMe Ramrvel Fmmdear Base. Mart Busing Syabm Menu•12012 Ed., Section ASA, Page A5. SEALING OF THIS DRANWG DOES NOT IMPLY * .�• &.)-44 OR CONSTITUTE THAT RIGID GLOBAL ENGINEER .aaaaa aeIS THE ENGINEER OF RECORD OR TIE DESIGN ARLIM._PROFEs31daAL FOR THIS PROJECTONLY THEDESIGN OF THE METAL BUILDING SYSTEM AG&••FURNISHED BY RIGID IS INCLUDED. FOUNDAANALYSIS ELECTRICAL AND RTS SUPIGLSYSTEMSANOIOR OTNER PN2TS SUPRIEp BVI•/Ica-G ANY,he OTHER THAN RIGID ARE SPECKICPlly �•&eaa&e& &a•a EXCLUDED. NO INSPECTION OR SUPERWSIIXe RE IMPLIED. ��OO UNLOADING, HANDLING AND STORING OF MATERIALS STRUCTURAL A great amount of time and trouble can be saved if the building site is according to a pre —arranged plan. Proper location and handling of components will eliminate unnecessary handling. Inspect all shipments prior to releasing the tie —downs for loads that may have shifted during transit, REMEMBER, SAFETY FIRST! Blocking under the columns and rafters protects the splice plates and the slab from damage during the unloading process. it also facilitates the placing of slings or cables around the members for later lifting and allows members to be bolted together into sub —assemblies while on the ground. Extra care should always be exercised in the unloading operations to prevent injuries from handling the steel and to prevent damage to materials and the concrete slabs. If water is allowed to remain for extended periods in bundles of primed parts such as girts, purlins etc., the pigment will fode and the paint will gradually soften, reducing the bond to the steel. Therefore, upon receipt of a job, all bundles of primed parts should be stored at on angle to allow any trapped water to drain away and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on columns, rafters or beams for the some reason. NOTE: Piece marks are stenciled on primary structural members at lower end, 1'—O" from end. WALLS AND ROOF PANELS RIGID's wall and roof panels including color coated, golvalume and excellent service under widely varied conditions. All unloading and fully understand that these panels are quality merchandise which handling. FOR galvanized, provide RNAI erection personnel should ETATFS merit cautious care inF .. / Under no circumstances should panels be handled roughly. Packages of sheets should be lifted off the truck with extreme care taken to insure that no damage occurs to ends of the sheets or to side ribs. The packages should be stored off the ground sufficiently high to allow air circulation underneath the packages. This avoids ground moisture and deters people from walking on the packages. One end of the package should always be elevated to encourage drainage in case of rain. All stacked metal panels are subject, to some degree, to localized discoloration or stain when water is trapped between their closely nested surfaces. RIGID exercises extreme caution during fabricating and shipping operations to insure that all panel stock is kept dry. However, due to climatic conditions, water formed by condensation of humid air can be trapped between stacked sheets. Water con also be trapped between stacked sheets when exposed to rain. This discoloration caused by trapped moisture is often called wet storage stain. The stain is usually superficial and has little effect on the apperance or service life of the panels as long as it is not permitted to remain on the panels. However, moisture in contact with the surface of the panels over an extended period con severely attack the finish and reduce the effective service life. Therefore, it is imperative that all panels be inspected for moisture upon receipt of the order. If moisture is present, dry the panels of once and store in o dry, warm place. CAUTION: Care should always be taken when walking on panels. Use saftey lines and nets when necessary! Panels are slippery. Oil or wax applied to the roof and wall panels for protection against weather damage will make them a very slippery surface. Wipe dry any oil that has puddled from bundles stored on a slope. Dew, frost, or other forms of moisture greatly increase the slipperiness of the panels. Always assume panel surface is slippery and act accordingly. Thinksefetyll Use wood blocking to elevate and slope the panels in a manner that will allow moisture to drain. Wood blocking placed between bundles will provide additional air circulation. Cover the stacked bundles with a tarp or plastic cover leaving enough opening at the bottom for air to circulate. ELEVATE F AIR CIRCULATIONS When handling or uncroting the panels. lift, rather than slide them nnnrt Burred edges may scratch the coated surfaces when sheets are slid over one another. Never allow panels to be walked on while on the ground. Rough and improper handling of a panel is inexcusable and a prime example of poor job supervision. NOTE: Use gloves when handling metal panels to prevent hand injuries. Be aware, of the dangers of handling panels on a windy day. A large panel can catch enough wind to knock a worker off his feet, even at ground level!! SaII GENERAL NOTE: ■ �' )� 1�/ 1. OIL CANNING OF PANELS IS NOT A CAUSE OF REJECTION. %0 e 2. EXTREME CARE MUST BE EXERCISED DURING THE ERECTION OF ROOF PANELS AND TRIMS. FOOT TRAFFIC MAY RESULT IN PERMANENT PANEL DISTORTION AND FINISH ABRASION. REWEWE SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUT THAT RIGID GLOBAL ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PRo£CT ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS. ELECTRICAL. AND MECHANICAL SYSTEMS, AND/OR 07HER PARTS SUPPLIED BY ANYONE OTHER NAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED 1d1 7 v ON THIS DRA'MNB LOCATE THE NOTE: TH THE U.N.BTEEL uREAxD PANEL RECESS Of 1-1/T. ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED Lavrzs AxcuoR BDLTs Iu "FOR CONSTRUCTION" SHALL BE USED SETTING ANCHOR PANEL RECESS SXONN. IF lHE BOLTS. 'RIGID GLOBAL BUILDINGS' SHALL NOT BE RESPON— HLL REFERENCE oIu 9Ous 4TMTOM SIBLE FOR ERROR OR DISCREPANCY IF THE DRAWING USED COLUMN LAYOUT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) ANCHOR BOLT PROJECTION DETAIL OF ANCHOR 'PROD.' IS MEASURED FROM BOLT AS PER THE BOTTOM OF BASE PLATE SUPPLIER LENGHT OF 'PROJ." SHOWN IS I NUTS & WASHERS FOR ONE NUT + ONE WASHER I BY SUPPLIER 182019 BY RIGID IS INCI ND/OR OTHER I HER THAN RIGID NO INSPECTION MUST BE DETERMINED BY THE I IS NOT VALID FOR CONSTRUCTION BAY PLATES ARE AT THE SAME DlVATd1 WALL PANE FLASHING - TRIM FASTENER - BY OTHER! 4Sx2x16Ga (LLHI RIC CAP L4x2x16Ga LLH SHEETING A 10" GIRT WITH )AL W/ WALL L4x2x16Ga LLH)) SHEETING A GlE -WALL LINER 10' GIRT WALL VAT%W WAINSCOT I WAINSCOT I qer ulntrcs) �I I WALL LINER WALL PANEL ROOR Stl EL44� WALL PANEL FLOOR . FlNI$tl EL44g N 7�IOPRAMP NWLEDGE�a N / ¢ v p INVOflTANi NOTCH NOTF� AREA INDICATES )• INCH BY 11/2 INCH (IF REO'D.) IMPdtTANi NDTES: NOTCH AREA INDICATES )• INCH BY i 1/Y- INN 2 IMP(YETANT NOIES� NOTCH AREA INDICATES 1 1/3• INCH BY 11/i• INCH RECESS TOR METAL WALL SHEETS. THE SHEE15 RECESS FOR METAL WALL SHEETS. THE SHEETS ¢ RECESS Tdt PETAL WALL SHEETS. ME SHEETS HOT TVOIDH THE BOTTOM Ol� THE NOTCH. BOTTENWHICH THE NOTpI. a THE NOTCH. WIN WOULDSHOULD THE WARRANNTYII WWHIN WOULTOTVWdDH THE WH� y�WT�D THEEWARRTTAONNm ( A , TYP. SECTION THRU WAINSCOT �01 TYP. SECTION THRU FRAMED OPENING TYP. SECTION THRU WAINSCOT P. SECTION THRU PANEL RECESS E 7" STEEL LIN N BASE ANGLE (BY RIGID) WITH WAINSCOT DOME HEAD NAIL OR DUAL W/ 7' ,� }• WAIL PANEL 17/16' EMBEDMENT LENGTH LEDGE O 2, 6' MAX. SPACING (BY OTHERS) �, I yy�� I FOR -la STEEL UNEJ a 2 FOM02 2 `CONCRETE NOTCH IT FIMSH_FLOOR r1 -FINISH BOOR (SEE PUN WHERE � REWIRED)PER /W.D. WIDTH // / (4) 1/2"I EXPANSION BOLTS [NE, BASE TYPE -'WALK DOOR'®AREA INDICATE$)" INCH BY 11/Y INCH(2) 3'x7' WALK DOORS TO BE FIELD LOCATED. f0it METAL WALL SHEETS. THE SHEETS NOT TOUCH THE BOTTOM OT THE NOTCH. MOULD VOID THE WARRANTYI TYP. SECTION THRU WALL PANEUBRICKS TYP. SECTION THRU WALK DOOR OPENING REVIEWED FOR CODE CPR NEE CPR t, SEP 18 2019 THAN MW ARE INSPECTION dt s WIIDIN6 ENO USE OFFICE/WAREHOUSE BUILDING A I®y W STREET ISO WESTFSTREET HumA T� )]Ul] CRY ST LP I LAP TE, TX 7)5)1' F. T:NIfIHYmM Ee:pltl M>N61 - 66259 IADTP l.TS. F002 A77 Dia Thk== DID= 3/4' Thk= N" Dio= Thk= 1 Dia= 7 Thk= 1. DID= 7 Thk= 1 A )ETAIL F Dia= 3/4" Thk= 3/B" DETAIL K DETAIL B Dia= 5/E Thk= 1/4 DETAIL G DETAIL C Dia= 5/E Thk= 114 AIL H DETAIL D Dia= 5/1 Thk= 1/� DETAIL I FOR PERMIT DETAIL E Dia= M Thk= 1/� Imn AM.. MASUW H,u.mn. T.. nma PFm. (� tIMNmS RAMP DOWN IF REQUIRED 4" J 3 w 3/4" REVIEWED FOR S ,0®E COMPop SEP 18 2019 i• . :AUNG OF THIS DRA"NO DOES NOT CONS,,TE THAT RIGID GLOBAL ENO THE ENGINEER OF RECORD OR THE DE OFESSONAL FOR 1N15 PROJECT ON" SON OF THE NETAL BUILDING SYSTEM AS /`� RNISHED BY RIGID IS INCLUDED. FOUNDATION ALYSS, ELECTRICAL AND MECHANICAL STEMS, AND/OR OTHER PARTS SUPPLIED BY PONE OTHER THAN RIGID ARE SPECIDCALLY CLUDED. NO INSPECTION OR SUPERYISON IS IUED. 'SCRIPTION ANCHOR BOLT DETAILS 1STOMER OAKLAND LAND & DEVELOPMENT, LLC JD USER KLAND LAND & DEVELOPMENT. LLD ND USE OFFICEIWAREHOUSE BUILDING BEET 1502 NEST F STREET TY ST ZIP IA PORTE, TX 571 a59As 1AA717 NTS. F= A LINE RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS, & BASE PLATES CdumnJteoLoad k ) F. Col Load Hmax V Load min V Solt(in) Base_Plate(in) Grout Line Line Id H Vmax Id H Vmin Qly to Main Length Thick (in) 1 G 1 3.2 7.4 2 -B.7 -13.4 4 0.750 8.000 10.50 M500 0.0 1 A 3 8.7 -114 1 -3.2 7.4 4 0.750 8.000 10.50 D500 0.0 1 -3.2 7.4 3 8.7 -13.4 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Ca.Pnn_Reottion>((k ) Fm1 Col Load Hmax V Load Hmin V Bolt(in) Bo>e3late(1n) Grout Line Line Id H Vmax Id H Vmin oly is width Length Thick (In) 2 G 1 5.8 115 2 -12.1 -19.7 4 O875 8.000 21.75 0.500 0.0 2 A 3 12.1 -19.7 1 -5.0 13.5 4 0.975 5.000 21.75 0.500 0.0 1 -5.8 13.5 3 12.1 -19.7 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Cd.mn-R.O.UOas(It ) Firm Col Load HIV Load � n V Bult(in1 Bose_Piate(in1 Grout Line Line Id H Vmax Id H Vmin Oty DI. width Length Ick (in) 3' G 1 5.9 137 2 -12.0 -19.3 4 0.875 8.000 10.50 0.500 0.0 6 5.8 26.0 4 -1.1 -26.3 3' A 3 12.0 -19.3 1 -5.9 13.7 4 0.875 8.000 10.50 0.500 0.0 7 -5.8 26.0 5 1.1 -26.4 3' Frame lines: 3 4 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES Column_Reoetion> k ) Frm Col Load Hmax V Load min V Bdt(injj DI. Base3lote(in) Thick Grout Line Line Id H Vim.. al H Vmin Qty Width Length (in) 5 G 11 4.9 9.4 2 -9.2 -13.4 4 0.750 8.000 15.50 0.500 0.0 9 4.9 23.7 5 A 3 9.2 -13.4 8 -4.9 9.4 4 0.750 B.000 15.50 0.500 0.0 10 -4.9 23.7 3 9.2 -13.4 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Frm Col ---Dead--- ---Lim--- IWnd-Press WndSuct Line Line Harz Vert Horz Vert Harz Vert Horz Vert 1 F -0.1 0.8 -0.3 2.3 -8.9 1.8 11.3 -9.3 1 D -0.1 0.8 -0.3 2.3 -9.3 1.8 11.7 -9.3 1 B -0.1 0.8 -0.3 2.3 -9.1 1.8 11.4 -9.3 5 C 0.0 0.4 0.0 0.0 -12.1 0.0 13.3 0.0 5 E 0.0 0.4 0.0 0.0 -12.1 0.0 13.3 0.0 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES -Column-Reactions k ) Frm Call Load Hmax V Load Hmin V Bolt(in) City to Base-Plote(in) Witlth Length ick Grout (in) Line Line Id H Vma. Id H Vmm 1 F 12 6.7 -5.1 13 -5.4 1.9 4 0.750 B.000 11.00 0.375 0.0 1 -0.4 3.1 12 67 -5.1 1 D 12 7.0 -5.1 13 -5.7 1.9 4 0.750 0.000 11.00 0.375 0.0 1 -0.4 3.1 12 7.0 -5.1 1 8 12 6.8 -5.1 13 -5.5 1.9 4 0750 B.DOD 13.DD 0.375 0.0 1 -0.4 3.1 12 6.8 -5.1 5 C 12 8.0 0.2 14 -7.2 0.2 4 0.750 8.000 13.00 0.375 0.0 15 8.0 0.4 5 E 12 8.0 0.2 14 -7.2 D2 4 0750 8.D00 /100 0.375 0.0 15 BAD 0.4 BUILDING BRACING REACTIONS J, Reoctions(k ) Panel_Sheor -Wolf - Col -Wind - - elsmic - (lb/ft) Lac Line Line Horz Vat Harz Vert Wind Seis Note L-EW 1 h) R_EVI 5 3.4 17.1 15.9 0.6 0.5 (h) B_SW G 4.3 17.1 15.9 0.6 0.5 (h)Rlaid frown at wdwoll RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frome Column -----Dead-----Collateral- ----- Ll------- Wnd-Leftl- -Wind-Rightl- --Wnd-Left2- Line Line Hari. Vert Hertz Vert Horiz Vert Horiz Vert Hartz Von Horiz Vert 3' G 1.1 3.1 0.4 0.8 4.5 9.8 -21.1 -35.3 -1.0 -21.4 -19.9 -20.9 3' A -1.1 3.1 -0.4 Da -4.5 9.8 1.0 -21.4 21.1 -35.3 -0.2 -7.0 From. Column -Wnd_Rght2- --Wind-L IT- -Wnd-Long2- -Seismicleft Seismic -Right -Seismic -Long Line Line Horiz Vert Horiz Vert Hortz Vert Horiz Vert Horiz Vert Horiz Vert 3' G 0.2 -7.0 -3.0 -47.0 -4.1 -41.4 -0.3 -0.2 0.3 0.2 DO -0.5 3' A 19.9 -20.9 4.1 -41.4 3.0 -47.0 -0.3 0.2 0.3 -0.2 0.0 -0.5 Frame Column -FICRANEAI- -FICRANEA2- -FICRANEA3- -FICRANEA4- Line Line HafI2 Vert Hartz Vert Horiz Vat Horiz Vert 3. G 0.7 20.1 4.3 22.1 0.7 &B 4.3 7.8 3> A -4.3 7.8 -0.7 5.8 -4.3 22.1 -0.7 20.1 Frame Column -----Deod-----Collotaal- ----- Live ------ Wnd-Leftl- -Wind-Rightl- --Wndleft2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vat Horiz Vert Horiz Vert 1 G 0.7 1.9 D2 0.4 2.3 5.1 -15.2 -24.2 -0.7 -13.8 -14.6 -16.7 1 A -0.7 1.9 -0.2 0.4 -2.3 5.1 0.7 -13.8 15.2 -24.2 0.1 -6.3 Frame Column -Wnd-Ri hl2- --wind it- --Wnd_Long2- -Seismicleft Seismic -light Line Line Horiz Vert Horiz Vert Horiz Verl Horiz Vert Horiz Vert 1 G -0.1 -6.3 -1.6 -16.2 -2.1 -13.3 -Di -0.1 0.1 0.1 1 A 14.6 -16.7 2.1 -13.3 1.6 -16.2 -0.1 0.1 0.1 -0.1 Frame Column -----Dead-----Colloteral- ----- Lift ------ Wndleftl- -wind-Rightl- --Wntlle/t2- Line Line Horiz Vert Horiz Vert Hartz Vol Horiz Vert Horiz Vert HoCz Vert 2 G 1.0 3.0 0.4 0.8 4.4 9.8 -21.3 -35.7 -0.8 -21.3 -20.2 -21.3 2 A -1.0 3.0 -0.4 0.8 -4.4 9.7 0.8 -21.3 21.3 -35.7 -0.2 -7.0 Frame Column -Mmd_Right2- --Wndlongl- --Wnd_Long2- -Seismic-Left Seismic -Right Line Line Horiz Vert Horiz Verl Horiz Vat Hartz Vert Hertz Vert 2 G 0.2 -7.0 -2.7 -31.2 -3.8 -25.5 -0.1 -0.1 0.1 0.1 2 A 20.2 -21.3 3.8 -25.5 2.7 -31.2 -0.1 0.1 0.1 -0.1 Frame Column -----Dead-----Collateral- ----- Lim------Wnd-Leftl- -Wind-Righlt- --Wodleft2- Line Line Horiz Von Horiz Vat Horiz Vert Horiz Vert Horlz Vert Hertz Vert 5 G 0.7 2.1 0.2 0.4 2.6 5.1 -16.1 -24.4 -1.5 -13.8 -15.2 -16.9 5 A -0.7 2.1 -0.2 0.4 -2.6 5.1 1.5 -13.8 16.1 -24.4 0.6 -6.3 Frame Column -Wnd_Rkght2- --lYmdlangl- --Wndlong2- -Seismic-Left Seismic-Right -F4CRANEAI- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hariz Vert 5 G -0.6 -6.3 -2.1 -16.3 -2.7 -13.4 -0.2 -0.2 0.2 0.2 0.4 19.2 5 A 15.2 -16.9 2.7 -13.4 2.1 -15.3 -0.2 0.2 02 -0.2 -4.0 6.9 Frame Column-F4CRANEA2--F4CRANEA3--F4CRANEA4- Line Line Horiz Vert Horiz Vert HorI2 Vert 5 G 4.0 21.2 0.4 4.9 4.0 6.9 5 A -0.4 4.9 -4.0 21.2 -0.4 19.2 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch, Foundation loads are in opposite directions. 3. Brocing reactions ore in the plane of the brace with the H pointing away hove the braced bay. The vertical reaction is downward. 4. Buildingreactions ore based on the following building data. Widts (it 1 65 Length (t) 100 Eave Height (ft) 25 / 25 Roof Slope (rise/12) 1.0.12 / 1.0,12 Design Code IBC 12 Enclosure Closed Dead Lood psf 2.000 Collateral Load (psf) 1 Wind Speed (mph) 11. mph Wind Importance Factor 1.00 Wind Exposure C Live Load (psf) 20.00 Frame Live Load (pst) 12 Ground Snow Load (ppsf) 0.000 Roof Snow Load (pst) 0 Snow Exposure 1.000 Snow Importance Factor LOGO Thermal Factor 1.000 Seismic Importance Factor 1.00 Spectral Response Actel. Ss-0.073 :S1-0.039 Spectral Response Coeff. Sds-0.078 :Sat-0.062 Seismic Coeff. (F.-S.) 0.117 :Fa=1.600 Seismic Design Category A 5. Looding conditions are: 1 Dad+CdI.to'.I+Live 2 0.6Dead+0.6Wnd_Left1 3 0.6Dead+0.6Wind_Righl1 4 0.6Deod+0.6Wind_Long1L 5 0.6Dead+D6Wnd_Longg2L 6 Dead+Collateral+F1CRANEA2 7 Dead+Cdlot.r.I+FlCRANEA3 B Deod+Collatera1+F4CRANEAI 9 Dead+Collateral+F4CRANEA2 10 Dead+Collateral+F4CRANEA3 11 Dead+Cdi.teral+F4CRANEA4 12 0.6Deod+0.6Wnd-Right2+DBWind_Sucti.D 13 Dead+DBWOd Fr.ssure+0.6Wnd_Long2L 14 0.6Deod+0.6Wnd-Pressure+0.6Wmd-Long2L 15 Deod+0.6Wnd_Rlght2+0.6Wnd_Suction FOR rRACS'J PERMIT mw i.1 mis PhMM, ���Ium Ab5 REVIEWED FOR CODE CC se,.�EOF TE SEP 18 2019 " a SEALING OF THIS DRAWING DOES N I OR CONSTHUTE THAT RIGID GLOBAL li* Qw ��A IS THE ENGINEER OF RECORD OR ' Y PROFESSION AL FOR MIS PROJECT. Y �1C� w. •• DESIGN OF ME METAL BUILDING ST M M^� e •• FURNISHED BY RIGID IS INCLUDED F> ANALYSIS, ELECTRICA4 AND MECHAN SYSTEMS. AND/OR OMER PARTS Su ANYONE OTHER MAN RIGID ARE SPECI .�/CENS��•' E%CLUDED. NO INSPECTION OR SUPERN MPUEO. DESCRIPTION ANCHOR BOLT REACTION ••, CUSTOMER OAKLANDLAND&DEVELOPMENT, END USER OAKLAND LAND & DEVELOPMENT, LLC END USE OFFICE / WAREHOUSE BUILDING A STREET 1502 WEST F STREET CITY SEE ZIP LA PORTE. TX 77571 4 3 4 2 i 2 2 i 2 4 3 4 DESIGN CALCULATION WIND Components & Cladding (Factored) Width Length Pressure(psf ) Suction(psf ) Zone (ft) lft) Member Panel Member 1 8.40 10.62 —31.84 —34.79 2 6.50 8.40 10.62 —37.57 —58.45 3 6.50 8.40 10.62 —37.57 —58.45 4 6.50 6.50 8.40 10.62 —37.57 —88.03 5 27.18 31.86 —29.82 —34.50 5 6.50 27.18 31.86 —31.91 —42.44 FOR FERMIT„ SEP 18 2019 ^�ppfnn�V �nu® CE CANOPY ROOF FRAMING PLAN ROOF FRAMING PLAN NOTE: WITH 6" THK. OS ROOF INSULATION 8Y OTHERS EB-2 1 8 A325 EB-2 EB-3 P-1 P-2 P-3 P-4 P-5 P-6 E-1 E-2 E-3 E-4 E-5 E-6 E-7 +o 3" THROAT x 10'-0" LONG VENT (FIELD LOCATE) W8x10 WBx10 TOx25Z14 10x25Zi6 1 Ox25Z16 10x25Z14 8x25Z16 8x25Z12 LIDES14 L1 OES14 L1 OES14 L10ES14 8x25C16 8x25C14 8x25C16 8x25C14 CB0375 CB0250 S �U1. COPY P" Ge ANGI£ CEE OR ME (NOT Br RICJD) PNRLW CCNNECIHN: BOLTS qi MEMBER SCREWS (NOT BT MG ai NM fts (vgr BY RIaD) (2) (3) MANGERS ON CEE OR ME PURIINS MIST ATTACH TO THE wFR AND IG OF THIS DRAMNC DOES NO 'STITLITE THAT RIGID GLOBAL E ENGINEER OF RECORD OR THE SIGNAL FOR THIS PRO.£CT. ON OF THE METAL RVILDING SrST @D BY RIGID IS INCLUDED. FM IS. ELECTRICA4 AND MECHANIC S, AND/OR OTHER PARTS SUP OTHER THAN RIGID ARE SPEC ED. NO INSPECTION OR SUPERI E I: A325 high strength boll shall be tightened with Ter. Refer to generol notes 1.5 and 1.6 on cover I tightening methods and installation inspections. Photo Iml), I- GeD- LA A CANOPY REFLECTED SOFFIT SHEETING PLAN PANELS: 26 Ga. PBR — S2000 Standard 1 V_G. [RT01 R RSOR RREC01 O RT01R REC01 RSO4R CANOPY ROOF SHEETING PLAN PANELS: 26 Go. PBR — S2000 Standard ROOF SHEETING PLAN PANELS: 26 Ga. PBR — Solar White CODE CO SEP 18 2019 r Mark TOop Bot Int Type Dia Length Width Thick Len th FBXXA(1)—FLANGE BRACE AT ONE SIDE ONLY FBXXA((2))=FLANGE BRACE AT BOTH SIDES Mark Web De th Web Plate Start End Thick Lent RF2-1 10.0 16.0 0.135 220.0 A — L2x2x14 SP-1 4 4 2 A325 0.625 2.00 6" 1/2- 3'-0 13/16," 16.0/30.0 0.135 137.9 SP-2 4 4 0 A325 0.625 2.00 6" 1 2 1 —9 13 16 30.0/27.2 0.250 33.3 RF2-2 30.0/10.0 0.188 128.0 STIFFENER TABLE BASE PLATE TABLE 10.0/15.0 0.135 234.2 Stiff Plate Size Col Plate Size RF2-3 15.0/10.0 0.135 240.0 Mark Mark Width Thick Length_ Mark Width Thick Length 10.0130.0 0.188 122.3 RF2-1 St— 1 2.500 0.250 29.23 BP-1 B" 1/2" 10 1 2" RF2-4 27.2/30.0 0.250 0.1;5 33.2 RF2-4 St— 1 2.500 0.250 29.23 1A n/1�.0 ign n PS1 12 12 o x I/w x ms.0 6 x 1/4 x 27.5 6 x 1/4" x 362.3 6 x 1/4" x 362.3 6 x 1/4" x 27.5 6 x 1 /4" x 289.0 RIGID FRAME ELEVATION: FRAME LINE 1PR DE 5 x 1/4- x 1.5b.b 6 x 1/4" x 129.5 6 x 1/4" x 233.1 6 x 1/4" x 238.8 6 x 1/4" x 123.9 6 x 1/4" x 138.6 6 x 1/4" x 120.1 118 2019 PAWNG DOES NOT nnnr RIGID GLOBAL El THE ENGINEER OF RECORD OR THE OFESSIONAL FOR THIS PROJECT. ONE SIGN OF THE METAL BUILDING Snn RNISHED BY RIGID IS INCLUDED. FOL ALYSIS. ELECTRICAL. AND MECHANIC STEMS. AND/OR 01HER PARTS SUPI 8 a Note: A325 high strength bolt shall be tightened with one washer. Refer to general notes 1.5 and 1.6 on cover shoal for tightening methods and installation inspections. �ruuc rLAQty¢ ac ou 1 IAULL Mark To Bot Int Type Dia Len SP-1 4 4 2 A325 0.875 2.50 SP-2 4 4 0 A325 0.625 2.00 FBXXA((1)—FLANGE BRACE AT ONE SIDE ONLY FBXXA(2)=FLANGE BRACE AT BOTH SIDES anath A — L2x2x14 —1 1 /8•• —10 13/16' STIFFENER TABLE BASE PLATE TABLE Stiff Plate Size Col Plate Size Mark Mark I Width Thick Length Mark Width Thick Len th RF3-1 I St— 1 3.750 0.250 20.50 BP-1 B" 1 2" V-9 3/4" RIGID FRAME ELEVATION: FRAME LINE 2 Mark x 1/4 % 12U.0 b x 1/4 x IZU.0 x 1/2" x 168.7 6 x 1/2 x 137.0 x 1/2'x21.5 x 5/16" % 128.0 6 x 5/16" x 131. r` . t .ti ; '.. iK r r! 3 N ,w EAUNG OF THIS DRAWING DOES NOT IMPLY CONSTITUTE THAT RIGID GLOBAL ENGINE THE ENGINEER OF RECORD OR THE DESIGNSCJOFESSIONAL A FOR THIS PROJECT. ONLY THESIGN OF THE METAL BUILDING SYSTEM AS ICENRNIISHED BY RIGID IS INCWDEO. FOUNDATION••j.�Ygry ELECTRICAL. AND MECHANICAL STEMS. STEMS, AND/OR OTHER PARTS SUPPLIED BY 1� ,!!•� -ONE OTHER THAN RIGID ARE SPECIFICALLY CWDED. Na INSPECTION DR SIIPERNSION IS Note: A325 high strength bolt shall be tightened with one washer. Refer to general notes 1.5 and 1.6 on cover shee' for tightening methods and installation inspections. SPLICE PLATE & BOLT TABLE - Mark Qty op Bot Int Type Dia Length ' SP-1 2 4 2 A325 0.625 2.00 S 1 4 4 0 A325 0.625 2.00 STIFFENER TABLE BASE Stiff Plate Size Col Mark Mark Width Thick Length Mark RF4-1 St- 1 2.500 0.250 37.23 1 BP-1 RF4-1 St- 2 2.500 0.250 29.81 RF4-1 St- 3 2.500 0.250 31.64 RF4-1 St- 4 2.500 0.250 33.47 RF4-3 St- 4 2.500 0.250 33.47 RF4-3 St- 3 2.500 0.250 31.64 RF4-3 St- 2 2.500 0.250 29.81 RF4-3 St- 1 2.500 0.250 37.23 12 12 E E FBXXA(1)=FLANGE BRACE AT ONE SIDE ONLY FBXXA12)=FLANGE BRACE AT BOTH SIDES A - L2x2x14 F816A 1) ----- --- F610A 1) ---_ Il RF4-2 i I ___ __ fT II L __ _ _ I _u _ L ____ II 3 ___J II II I II I W16x36 II I II BRACKETII II II m ro 0 N 5'-0" I O II 0 o I II II k I II m II II - II --------------- TO P51 Mark ___ __ ... ..__ _._ __._.__ .._.. _ ..._.__ .._..1_ Start End Thick Len th W x Thk x Len th W x Thk x Len . RF4-1 15.0 23.D 0.135 120.0 6 x 1 4 z 289.0 6 x 1/4 x 120.2 23.0/38.0 0.188 130.5 6 x 1/4" x 34.9 6 x 1/4" x 131.4 38.0/34.6 0.250 41.3 RF4-2 38.0/16.0 0.188 114.9 6 x 1/4" x 354.9 6 x 1/4" x 117.0 16.0/12.0 0.135 240.0 6 x 1/4 x 239.0 RF4-3 34.6/38.0 0.250 41.3 6 x 1/4" x 34.9 6 x 1/4" x 131.4 38.0/23.0 0.188 130.5 6 x 1 /4 x 289.0 6 x 1/4" x 120.2 23.0 15.0 0.135 120.0 FOR PER MiT 3 1 2" 35A 1 FBSA(1) _ _ -Q_ o FB,IOAA(1 _--(. �.(- ) F371�7) FB71�1) Z Oc RIGID FRAME ELEVATION: FRAME LINE 5 -a 3 8.. 1"La, 12 FB24A 1) F826A 1 CRANE BEAM BY OTHERS L S -0 CUSTOMER TO VERIFY SIZE OF CRANE BEAM + CAP CHANNEL REVIEWED FOR ODE COMPLIANC SEP 18 2019 * , SEAONC OF THIS DRANNG DOES NOT IMPL • '�' ��� OR CONST11I THAT RIGID GLOBAL ENGNEE' A M IS THE ENGINEER OF RECORD OR THE DE51 N PROFESSIONAL FOR THIS PROJECT. ONLY p C DESIGN OF THE METAL B I 1NG SYSTEM AS V V NRNISHED 99Y RIGID 15 INCLODED, rD JNDARa , y� ANALYSIS, ELECTRICAL AND MECHANICAL YSTEMAAA �ICEM9� ANYONE OTHER R VA IGID ARE SPEGFlCAL BY EYCWDE, NO INSPECTION OR SOPatVIS10N IS Note: A325 high strength bolt shall be tightened with one washer. Refer to general notes 1.5 and 1.6 on cover shee for tightening methods and installation inspections. 'zl1" 12 [A] WAINSCOT PANELS — COLOR: Commodity White 65'-0" OUT -TO -OUT OF STEEL 12'-6" 20'-0" P 12'-6" ENDWALL FRAMING: FRAME LINE 1 NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS M /FO STITCH BOLT ]"Ibx1"A307 s ( (MAX.)X.) (NESTED) (MAIN) p - DENOTES FULL Q DEPTH STIFFENER PERMI-V T.. Q Q PBp1R ,.� 2 RT01R LL�� RT01R e i `v � i� `a � i� a � I I I I I al I I I I I I I al I I I I I I I 1 I ^ n P t0 (D 10 UJ N h N N a _Sf0 R_ I i7 M I M r7 h a I } I O I I I I I I _ a v � A325 high strength bolt shall be tightened with Ter. Refer to general notes 1.5 and 1.6 on cover tighteninq methods and installation inspections. BRICKS OVER ENDWALL SHEETING & TRIM: FRAME LINE 1 WAINSCOT PANEL BY OTHERS WALL PANELS: 26 Ga. PBR - Ash Groy [A] WAINSCOT PANELS: 26 Ga. PBR - Commodity White EC-2 W10642 EC-3 W12542 DJ-1 10x25C16 DJ-2 10x25C16 DH-1 10x25C16 DH-2 10x25C16 DS-1 10x25C16 G-1 10x25Z16 G-2 10x25Z16 G-3 1Ox25Z16 G-4 10x25Z16 G-5 10x25Z16 G-6 10x25Z16 G-7 10x25Z12 NG-7 10x25Z16 G-8 10x25Z12 G-B 10x25Z16 G-10 10x25Z16 G-11 10x25Z16 G-12 10x25Z16 G-13 10x25712 G-14 10x25Z14 G-15 10x25Z16 G-16 10x25Z14 A\ t.U. SILL I KIM UE I AIL REVIE11�8 FOR CO LIANCE AMfOgl R1 B RIM BRICKS OVER - WAINSCOT PANEL BY O HEIRS F.O. JAMB TRIM DETAIL OF err M• 1� '�' SEALING OF THIS DRAMNG DOES NOT IMPL ff • OR CONSTITUTE FIAT RIGID GLOBAL ENGINE {w IS THE ENGINEER OF RECORD OR THE DESI •••• •••• • •••• PROFESSIONAL PROFESSIONAL FOR THIS PROJECT. ONLY C ••• 1L ^ ..... G DESIGN OF THE METAL BUILDING SYSTEM A���•••••• FURNISHED BY RIGIO IS INCLUDED. FOIINDAI�M ••••• •• • •oo 64 ANALYSIS, ELECTRICAL, AND MECHANICAL 77 SYSTEMS, AND/OR OMER PARTS SUPPUED ANYONE OMER THAN RIGID ARE SPECIFICALLY ••••/CENS��� EXCLUDED. Na INSPECTON OR SUPERN90N IS 1 IMPLIED. DESCRIPTION ENDWALL FRAMING. SHEETING 8 CUSTOMER OAKLAND LAND 3 DEVELOPMENT, LLC END USER OAKLAND LAND& DEVELOPMENT, LLC aosu eULLDINCS END USE OFFICE I WAREHOUSE BUILDING A +asaa acne WmeW STREET 1502 WEST F STREET w�aw na Ta. 7mT3 CITY ST ZIP LA PORTE, TX 77571 Pcz+>+<ssms Fea-Im+Iwamsa �65259 140i27 .T.S. E007 r A 65'-0" OUT —TO —OUT OF STEEL 21'-8" Em c IN OUTLINE OF WALL LINER AT 7'-6" HIGH 21'-8" 4'-0" ENDWALL FRAMING: FRAME LINE 5 NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS '�7 — DENOTES FULL DEPTH STIFFENER 21'-8" K U 1"'Ll" 12 Jamb 1 2 A307 1/2" 1 1 STITCH BOLT "0x1'A307 EC-4 DJ-6 W12542 10x25C12 1x25C16 ® 5'-0" O.C. (MAX.) DH-4 ODJ-5 1 x25C16 DH-5 1Ox25C16 Z76 Z12 DS-2 1Ox25C16 (NESTED) (MAIN) G-18 1Ox25Z14 G-19 1Ox35Z14 G-20 1Ox25Z12 NESTED GIRT CONNECTION G-21 1Ox25Z16 G-22 1Ox25Z12 NG-22 1Ox25Z16 G-23 1Ox25Z16 G-24 1Ox25Z14 G-25 1Ox35Z14 x. a •12 PE R-MIT SEP 18 2019 WEER OF RECORD OR THE D i IAL FOR THIS PROJECT. ONL �F THE METAL BUILDING SYSTEM BY RIGID IS INCLUDED. FOUR®A CLECTRICAL. AND MECHANICAL ND/OR OTHER PARTS SUPPLI HER THAN RIGID ARE SPECIRCAI NO INSPECTION OR SUPERVISION r_1j Note: A325 high strength bait shall be tightened with washer. Refer to general notes 1.5 and 1.6 on cover for tightening methods and installation inspections. ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PER — Ash Gray DE1 E01 Q 100'-0" OUT -TO -OUT OF STEEL O 25'-0" 2 25'-0" 3 25'-0" 4 25'-0" 4" 1•-2" SAG STRAPS SA0250 3 J1 3 J3 E-1 E-2 E-2 E-3 G-30 G-34 G 39 G-39 V1(Strut( -- } I ESTED GIR,� i _ i I I � I G-30 I , I I G-34 , I , I G-34 , , G-38 � DH-3 DETAIL 2 oe AIL 1 7 EOI 17 I EB-3 G-29 G-33 G-33 ;'� G-38 -4 �+ I EB-41 G-50 nI G-32 nI G-49 I G-37 -4G_91 I o v 1G=4 , ip 2'-052 " 4 " ::: p IIG-I G-28 n n, In D , G-50 I , G 3 -36 ✓1 9 91qG-27 G-31 O 3 ir' 4 , i i I I ```�� En , D a BA-1 a BA-1 BC-1 I J L J L d I J L 7 L I e) 3070M I ] E I F2-4 -0" '6'-0" RF3-1 6'-0" �3'-6"�3'-6"� RF1-3 WALKDOOR 6'-0" 6'-0" 6'-0" 3'-6" FIELD LOCATE RF1-3 3'-6" RF4-3 18'-0" 3'-6" SIDEWALL FRAMING: FRAME LINE A NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS I I (Gutter with 5 downspouts) WAINSCOT PANEL FIELD LOCATE BY OTHERS SIDEWALL SHEETING & TRIM: FRAME LINE A I ISSUE DESCRIPTION I DATE IDRN WALL PANELS: 26 Go. PBR — Ash Gray [A] WAINSCOT PANELS: 26 Go. PBR — Commodity White A APPROVAL/PERMIT /iB/19 MB5 EB-4 W8x18 DJ-3 10z25C16 STITCH BOLT DJ-4 C1005.3 4",Ax1"A307 DH-3 10x25C16 5O.C. E-1 L10ES14 (MAX.) E-2 L10ES14 E-3 L10ES14 Z16 Z12 G-27 10x25C12 (NESTED) (MAIN) G-28 1Dx35C14 G-29 10x25Z12 G-30 10x35Z12 NESTED GIRT CONNECTION G-31 1ox25C12 G-32 10x35C14 G-33 I Ox25Z12 G-34 10x35Z12 G-35 10x25Z14 G-310x25Z16 FOR G-310x25Z14 G-38 l Ox25Z16 G-39 tOx25Z12 NG-39 IOz25Z16 -41Ox25Z16 G-41 10z25Z14 G-48 1 Oz25Zi6 G-49 1 Ox25Z16 G1-50 10x25Z16 ERMI G-51 10x25Z76 G-52 1Dx25Z16 ST-1 8x70D12 WALL WALL FANE..- (HTD1R) HEAD TRIM ' 1 `F.O. HEADER F.O. HEADER TRIM DETAIL tiNgowDWW) WISILLS rF.O SILL WNRLL• PANEL BRIO ED F p R WALL PANELS av . E COLOR: Ash Grey .LSS LL TRIM DETAIL co. LIANC �ouE OUTLINE OF WALL LINER 'PBR' WALL PANEL AT 7'-6" HIGH SJTOIRI AMB IY� [A] WAINSCOT PANELS COLOR: Commodity White LLC .. A325 high strength bolt shall be tightened with ter. Refer to general notes 1.5 and 1.6 on cover tightening methods and installation inspections. P Fm 15M `3'-6"[ 18'-0" 13'—C LN �, 6'-0" 9'-0" 6'-0" iv 6'-0" 1, 6'-0" �, 13'-0" 4 WALL PANELS COLOR: Ash G [A] WAINSCOT COLOR: Comm SIDEWALL FRAMING: FRAME LINE G NOTE: WITH 6" THK. OS WALL INSULATION BY OTHERS (Gutter with 5 downspouts) FIELD LOCATE SPECIAL BOLTS O ID UAN TYPE DIA LENGTH WASH 2 3 8 4 A307 1 2 A325 1 2' 1 1 4 0 1 1 4" 0 ICK END PLATE ) 5/8"0 A325 BOLTS FOR r �BMIT BRICKS OVER WAINSCOT PANEL BY OTHERS EB-4 W8x18 DJ-3 1Ox25C16 DJ-4 C10x15.3 DH-3 1Ox25C16 E-1 L10ES14 E-2 L10ES14 E-4 L10ES14 G-29 10x25212 0-30 1Ox35Z12 G-33 1 Ox25Z12 G-34 1 Ox35Z12 G-35 1Ox25Z14 G-36 10x25Z16 G-38 1Ox25Z16 G-40 1Ox25Z16 G-41 1 Ox25Z14 G-42 1Ox25Z12 NG-42 10x25Z16 G-43 10x25Z14 G-44 10x25C12 G-45 10x35C14 G-46 1Ox25C12 G-47 1Ox35C14 G-53 1Ox25Z16 G-54 1Ox25Z16 G-55 1Ox25Z16 G-56 1Ox25Z16 ST-1 80012 Sir '� (MAX.) 76 Z16 Z12 (NESTE� -- (MAIN NESTED GIRT CONNECTION REVIEWED FOR CODE COMPLIANCE SEP 18 2019 (CUSTOMER IOAKIANDLANDBDEVELOPMEW LLC I A325 high strength bolt shall be tightened with her. Refer to general notes 1.5 and 1.6 on cover tightening methods and installation inspections. SIDEWALL SHEETING & TRIM: FRAME LINE G WALL PANELS: 26 Go. PBR — Ash Gray [A] WAINSCOT PANELS: 26 Go. PER — Commodity White Pan an. Fu RB111. STREET 12 I 65'-0" OUT —TO —OUT OF STEEL E 21'-8" 21'-8" (MZT-1) (SA1) ZEE TRIM FSHEETING ANGLE A STITCH SCREW ENDWALL FIELD CUT AND FASTEN TO GIRT AT 20' O.0 PANEL CTOtRENDWALL ENDWALL ENDWALL ( ) FFr—GIRT PANEL GIRT 21'-8" CORNER TRIM ENDWALL LINER SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PER — Solar White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REWIRED 12 I • •I LENDWALL LINER PANEL (STOI R) EDGE TRIM __ STITCH SCREW IL°__ AT 20" O.0 (SA1) SHEETING ANGLE (IA03) FIELD CUT AND i INSIDE ANGLE TRIM FASTEN TO GIRT (FMS) MEMBER SCREW SIDEWALL AT 20' O.0 GIRT SIDEWALL LINER PANEL WALL LINER DETAIL ® CORNER NOTE: ERECTOR TO ASSURE THAT (ST01R) NO RED OXIDE COLOR WILL LINER CAP TRIM BE EXPOSED. EL '—I" MEMBER SCREWS AT 12" ON CENTER WALL PANEL "PBR" WALL LINER PARTIAL HEIGHT LINER MF COLUMN LINER PANEL (ST01R) EDGE TRIM WALL LINER DETAIL ® INTERIOR C®NTRACTO FOR PERMIT REVIEWED FOR CODE COMPLIANCE SEP 18 208 ANALYSIS, ELECTiICA4 AND N SYSM.S, AND/OR OTHER PAR ANYONE OTTER 1 AN RIGIO Af EXQNOEO. NO INSPECTON OR CITY ST ZIP LA TE.TX T/5li 65259 140727 .T.S. EOt1 A SIDEWALL LINER SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PBR — Solar White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REQUIRED 100'-0" OUT —TO —OUT OF STEEL 25'-0" 25'-0" _____________________________._____Z 25'-0" SIDEWALL LINER SHEETING & TRIM: FRAME LINE G PANELS: 26 Go. PBR — Solar White (As Viewed From Inside Of Building) NOTE: FIELD CUT WALL LINER PANEL TO SUIT AS REQUIRED 25'-0" _F.----- _------ _------ 7_ F.0 TRIM DETAILS TRIM TABLE OID I MARK I LENGTH 9 10 1 ST01R ST01R 1 7'-3" 3'-6' SHEETING ANGLE FIELD CUT AND FASTEN TO GIRT ENDWALL rENDWALL PANEL FGIRT ,oI Io I I I R MF COLUNN--, LIV_R P E — (5'01 R) EDGE 'RPd WALL LINER DETAIL © INTERIOR ERI�Two FOR L�Q� CCMPi.iANCE SEo1.2o19 EAUNG OF THIS DRAWING DOES N CONSTITUTE THAT MUD GLOBAL THE ENGINEER OF RECORD ON TF GFESSIONAL FMTHIS PROJECT. SON OF THE METAL WILDING SY! MISHED BY MUD Is INCLUDED. F ALYSIS. ELECTRICAL, AM0 MECHM STEMS. AND/OR OTHER PARTS A YDNE OTHER THAN RIGID ARE SPI CLUDED. NO INSPECTION OR SUPE Hnmm. T. non CITY ST LP LA PORTE, TX PnrH11M1M% F. ReUa1WG 85259 a T40T2] IM C____________________ 5 / • 100-0" OUT-TO-OUT OF STEEL 3 4 _________ ? 25'-0" 25-0" 25'-O" 25'-O" - [iiiiii_-4! -- A 'o C7 X-Brocing u .n w 5'-0" 55'-0" C/C RAIL Lb I U II I FLANGE BRACE BY OTHERS II I CRANE BEAM m CONNECTION BOLTS & WELDED II i I CLIPS ARE ALL BY OTHERS PARTITION WALL—' I BY OTHERS - IF REQUIRED ARE BY OTHERS II I I ASCE RAIL BY OTHERS I -[a] V I II I W O ji j - CAP CHANNEL a u I^ N u BY OTHERS 0 RUNWAY BEAM lu L- j 1 3/4" 1 3/4" BY OTHERS ^ 3 D �\ OFFICE AREA II iac o . - +I Z 0 �r ;I d" I -I 0 - ILH i cc SHOP AREA (4)-3/4"0 BOLTS iD � j I BY OTHERS I WEB STIFF p III I RUB TO PROVIDE LU NI Ii (NS&FS) 1/4" S IFF SUPPORT BRACKET 0 —I n — (NS&FS) W16x36-BRACKET i CO ml C� { iii C 0 6" I 0 I FOR /.__RF COLUMN IL ���t. o BRACKET CRANE —CRANE BEAM P ` Vv BY OTHERS SECTION 'A' cI I � Y INT. BAY - INT. BAY END BAY 1'-2 X-Bracing o A CRANE STOPPER t I ! BY OTHERS ASCE RAIL BY OTHERS 25'-0" 25'-0" 25'-0" 25'-0" 1 2 3 4 5 (4)-3/4"øBOLTS CRANE PLAN BY OTHERS " NOTE: RGB TO DESIGN BUILDING & PROVIDE BRACKETS ONLY FOR A 10 TON • RUNWAY BEAM CAPACITY CRANE AT SHOP AREA. ASCE RAIL, CRANE 1 3 1 3/4 BY OTHERS BEAM/CHANNEL, CRANE STOPPER, HOIST & TROLLEY ARE EXCLUDED ) _ FROM RGB SCOPE OF WORK. W16x36 BRACKET 1A 13 LUSTOMERTORIFY AGE & LOCATION BOLTS AT BRACKET CONNECTION F g p TOP RUNNING CRANE BEAM AND �RA�VL�T19DETA4V" •-. I. i SEALING or fills DRAWING DOES NOT I OR CONSTITUTE THAT RIGID GLOBAL EN i •••� IS THE ENGINEER OF RECORD DR THE t •• •• u • .o u PROFESSIONAL FOR MIS PRq.ECT. ONL 1HEC LI DA �Iy DESIGN OF THE YS METAL BUILDING STE� ... ".. .'.f. $ .u FURNISHED BY RIGID IS INCLUDED. FWN 11ON= Q ANALYSIS. ELECTRICAL, AND NECHANICA 8 V 4 SYSTEMS.AND/OR OTHER PARTS SUPPL1E� •S.(/�ENSEa.�• ANYONE OT TH TER AN RIGID ARE SPEORCA EXCLUDED. NO INSPECTION OR SUPERVISION IMPLIED. ISSUE DESCRIPTION DATE DRN.CNN. DES. DESCRIPTION CRANE PLAN • `� A APPROVAL/PERMIT /18/19 MBS CAS CAS CUSTOMER L.W.I.CONSTRUCTION SERVICES END USER OAKLANDRWDB DEVELOPMENT,LUG uI BNLDINfd END USE OFFICE'WAREHOUSE I BUILDING STREET 1502 VEST F STREET lees aan.WpNSd H.ukn.TX.n973 CITY ST ZIP LA PORTE,TX 77571 Fn:11B1)413me< 85259 140727 rkT.S. E013 (1) MEMBER SCREW SEE PLAN SEE PLAN XHANDD IGHTD+XUTB THw TAM WEID OUTER NUT TO BOLT THEN TIGHTEN 001A N. TGHTDI NUM THEN TACK WELD OUTER NUT TO BOLT THEN NGITFN INNER SEE PLAN 2'-4" (EMS) rj^ NUi AGAIXBi WTFR HUT W WRENCH TO ALLOW NONSIENT Ci STRUC�RAL YENBERS NUT AGNNST OUTER NUT W WRENCH TO ALLON YON NT Ci STRUC RK MEMBERS. MEMBER 1•-2" „ CLIP WELDED SCREWS PURLIN 0 24" O.C. PURLIN TO RAFTER USE (2) BOLTS _ _ RF RAFTER TACK WELD h I TACK WELD GIRT - ,0eRAKE L ANGLE� ;o (LONG LEG VERT.) --------------------- CLIP WELDED 5/8"0 x 2 1/4" TO RAFTE R CLIP WELDED 5/8"0 x 2 1/4" ;RAKE RA-1 A325N BOL Tg RAFTE TS TO R A325N BOL ANGLE 1-__-__-_ LEG VERT.) CANOPY (2) NUTS (2) NUTSRAFTERRC69 �(LONG V*FLANGE ®®� PLATE RC69CLIP (RC3) CLIP (RC3) WASHER PLATE WASHER 5" 5"z zl XXCOLUMN WEB RF RAFTER GUSSET PLATE IR•WUSECTION"XX" COLUMN R•WU SECTION "XX" BAY SPACE BAY SPACE COLUMN oI fAl MAIN FRAME ENDWALL ASD RAFTER �1 FLUSH PURLIN TO CANOPY ENDWALL �� olp ENDWALL COLUMN TO RF RAFTER %� ENDWALL COLUMN TO RF RAFTER FLUSH GIRT TO ENDWALL COLUMN �� WITH WELDED CLIP ALL BOLTS ARE 1/2"0 x 1" A307 U.N. r'IXXn ALL BOLTS ARE 1/2"0 x 1" A307 U.N, ALL BOLTS ARE 1/2"0 x 1 1/2" A325 U.N. ��� ALL BOLTS ARE 1/2"0 n 1 1/2" A325 U.N. ALL BOLTS ARE 1/2"0 z 1" A307 U.N. ENDWALL COLUMN ENDWALL GIRT WELDED RC121 SIDEWALL GIRT �I R/W COLUMN GIRT CLIP ii WELDED CLIP COLUMN GIRT GIRT - -- - ----- �'l0 ® RF COLUMNELDED WELDEDRT RC3 �® ®; :0 SIDEWALL GIRT GIRT CLIP CLIP ELEVATION - - -------_-- _ ENDWALL COLUMN �® of - WELDED CLIP CLIP (RC3) 5" 5" GIRTL5- WELDED SHEETING ®iQWALL ANGLE_______________ WELDED RC3 DWALL GIRT5" *PLA BASE PLATE GIRT CLIP SHEETING .:BAY SPACE BAY SPACE CLIP (RC5ACE A$ BAY SPACE BAY SPACE E SEE PLAN BAY SPACE PLAN FLUSH GIRT TO ENDWALL COLUMN WITH WELDED CLIP _ 6X �� GIRT/HEADER BEAM TO R/W COLUMN �� RF CORNER COLUMN TO WALL GIRT „O �� RF CORNER COLUMN TO WALL GIRT �� BASE PLATE FOR ENDWALL COLUMN ALL BOLTS ARE 1/2"0 x i" A307 U.N. ALL BOLTS ARE 1/2"0 z 1" A307 U.N. vl� ALL BOLTS ARE 1/2"O x 1" A307 U.N. L' " ALL BOLTS ARE 1/2"O x 1" A307 U.N. SEE ANCHOR BOLT PLAN & DETAILS (4)-1/2"Ox1" CL/RAFTER FOR F.O. JAMB A307 BOLTS (FOR WINDOW) (4)-1/2"0z1" BUTTON HEAD CHANNEL LAP (SEE RO 2'-4" LAP F PLAN) �/RAFTER BOLTS (FOR DOOR) ENDWALL COLUMN PURLIN PURLIN ROOF PURLIN ROOF PURLIN -� �� it RC17ASE BASE CLIP WELDED .W. BASE CLIP o 0 of :p` O To------------- ANCHOR BOLT - --- �- OR EXP. ANCHOR ANCHOR BOLT'.". ` i+_` E 11 wT p RC17 - WELDED "• '. {��In SEP 18 2019 � % BASE CLIP a BASE PLATE SEE PLAN j' RAFTER SEE PLAN FLANGE BRACE) •,V,FLANGE (IF REQ'D.) ` BRACE SEALING OF THIS DRAWING DOES NO 3/4" WIDTH F.O. W D 11 7 3/4" ISRTHENENGINEER OFTHATRECOORD OR Ti GI� FOft THIS Pao,LCT. LI DA G PRDF ONAL DESIGN OF THE METAL BUxDING SYS AS� . ... ••(18 " ROOF PURLIN TO INTERIOR NRNISIIM BY RIGID IS INCLUDED. F C 9 6 / LC \ "FO" JAMB BASE DETAIL v �� ENDWALL COLUMN BASE DETAIL BY-PASS PURLIN G2 TO RAFTER DETAIL CANOPY RAFTER (;qX ANALYSIS, ELECTRICAL AND MECHANIC SYSTEM$ AND/OR OTTER PARTS SUPPED / "• CLIP C I I ALL BOLTS AS NOTED x 7" A307 U.N. WITH BOLTED BASE ALL BOLTS ARE i/2"0 ALL BOLTS ARE 1/2" DIA. x 1" MACHINE BOLTS ANYONE OTTER TIAN RIGID ARE SPECIFIC EXCLUDED. NO INSPECTON OR SUPERVISION .�CENSF;.^" VV ps��� YPDED. ISSUE DESCRIPTION DATE DRN CHK DES. DESCRIPTION I DETAIL PAGE A APPROVAL/PERMIT /15/19 MSS MVL CAS CUSTOMER OAKLAND LAND & DEVELOPMENT, LLC END USER OAKLAND LAND & DEVELOPMENT, LLC END USE OFFICE/WAREHOUSE BUILDING A MR STREET 15D2 WEST F STREET +eaaa Am""� CITY ST 21P LA PORTE, TX 77671 I. Tx 77m Pnon - eImD usemA 85258 140727 .T9. E014 r A r 1/4" 1/4" 1/4" 1/4 (1) MEMBER SCREW EAVE STRUT FLANGE BRACE �0 (IF REO'D.)",' -0 -------- - - F+ , 4.. FLANGE BRACE --------- WELDED RC3 WELDED RC3 - __ -- (RA-1) CLIP (RC7) GIRT CLIP GIRT CUP ___ w RAKE ANGLE JAMB z 7- EAVE STRUT J 2 u - GO _________ e ______s_ of =e____ _________ EAVE STRUT RC12A EAVE STRUT STIFFENER PL J m EAVE STRUT _______________o 1/2"0 x 1" - BUTTON HEAD 5" 5" GIRT GIRT (RC67) SHIM PLATE RC67 SHIM PLATE (RC67) GIRT 5" OPENING 2'-4" 2'-4" `\ SHIM PLATE (4) 1/2"0 x41/2�"`\ (A3074)1 ` MAIN FRAME (8) 1/2"0 x 1 1/2" `MAIN FRAME BAY SPACE BAY SPACE BOLTS A307 BOLTS (4) 1/2"0 x 1 1/2" MAIN FRAME H6 FLUSH WALL GIRT TO RF COLUMN LOW EAVE DETAIL (FLUSH CONDITION) LOW EAVE DETAIL (FLUSH CONDITION) J3 WITH EAVE STRUT STIFFENER PLATE A307 BOLTS LOW EAVE DETAIL (FLUSH CONDITION) GIRT TO FRAMED OPENING JAMB J� AT INTERIOR FRAME AT INTERIOR FRAME J23 AT END FRAME ALL BOLTS ARE 1/2"0 x 1" A307 U.N. ALL BOLTS ARE 1/2"0 x 1" A307 U.N. CONTINUOUS GIRT WELDED CLIP HDT-ROLLED CLIP (RC7) CLIP RC18 F.O. HEADER o CHANNEL JAMB WALL GIRT �o CUT GIRT STUB COLUMN F.O. JAMB CLIP RC18 F.O. HEADER o --------------- 1/2"0 x 1" HEAD - -- ------ (RCXX) BOLTED CLIP ------ BOLTSN GIRT- 5" CPENING --------- -- - H Tt WIDTH� CLIP RC7 ( ) F.O. JAMB JAMB CLIP WELDED JAMB HEADER BEAM - TO JAMB E OFFSET DIM. F.O. WIDTH 3 .O WIDTH OFFSET i101 GIRT TO FRAMED OPENING JAMB F.O. JAMB TO GIRT ALL BOLTS ARE 1/2"0 JAMB TO WALL GIRT WINDOW JAMB TO WINDOWSILL F.O. HEADER TO F.O. JAMB ALL BOLTS ARE 1/2"0 x 1" A307 U.N. x 1" A307 U.N. _ �/ ALL BOLTS ARE 1/2"0 x i" A307 U.N. / �/ ALL BOLTS ARE 1/2"0 x 1" A307 U.N. INII ALL BOLTS ARE 1/2"0 x 1" A307 U.N. OUTSIDE CLIP WELDED F.O. HEADER FLANGE TO F.O. JAMB _ FOR ® ® REVIEWED F.O. JAMB CLIP WELDED COMPLIANCE TO F.O. JAMB CABLE 00®E F.O. HEADER PERMIT BRACER 47?(MAX.) FLAT WASHER -- +++"" 1/2"0 x 1" ---------------- - F.O. JAMB BUTTBOLON HEAD SEP 18 2019 - �tE HEX NUT -' EYE BOLT aw i IMLj = WEB OF BRACED OR SEALING OF THIS DRANING GOES NOT FN OR MAT RIGID GLOBAL E2R MEMBER �• IS THE ENGINEER OF RECORD OR NE OFFSET DIM. F.D. WIDTH PROFESSIONAL FOR THIS PROJECT. ON M19.. •• .•• 'i u • uu.u. F j DESIGN OF THE METAL BUILDING STS AS L O AY F.O. HEADER TO F.O. JAMB CABLE BRACE CONNECTION DETAIL NRNISHED BT RIGID IS INCLUDED. F Ty •• ANALYSIS, El£CTRICAL, AND NECNANIC pC Q MS O2 NVZ PARTS pp • ALL BOLTS ARE AS NOTED ANYONE OTAINM MAN RIM ARE SPEGFI EXCLUDED. NO WSPECTON OR SUPERN19 •R"�'`�A'CM ��•CI� IMPLIED. •�••• ISSUE DESCRIPTION DATE ORN. CHK DES. DESCRIPTION I DETAIL PAGE A APPROVAL/PERMIT /18/19 MBS MVL CAS CUSTOMER OAKLAND LAND& DEVELOPME �� END USER OAKLAND LAND & DEVELOPMENT. LLC fAA&AL NIID1NXa END USE OFFICE / WAREHOUSE BUILDING A 181CON6"PY. .d STREET 1502WESTF STREET " Tx. non CITY ST 7JP LA PORTE, TXT 5l1 H""M•Ir Pli 11 At1G65 Fv:ImTaaieoeX 190727 .T.S. E015 A 85259 II GG TIYI_YOESfMPCyTANT NOTES NOTCH AREA INDICATES 7' INCH BY 1 1/2' INCH RECESS FOR METAL WALL SHEETS. THE SHEETS SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH. WHICH III MD THE WARRANTY. \ SECTION THRU WALL PANEL \AND CONCRETE FOUNDATION TJ EAVE STRUT WALL WALL LINER F1N1&H F1QQR_ N � U U z� J Z IMPORTANT NOTES NOTCH AREA INDICATES 1 1/2' INCH BY 1 1/2' INCH a RECESS FOR METAL WALL SHEETS. THE SHEETS SHOULD NOT TOUCH THE BOTTOM OF THE NOTCH, WHICH WWLO VOID THE WARRANTY! SECTION THRU WALL PANEL �� AND CONCRETE FOUNDATION TAX RAKE ANGLE I 2*z24 GA. 2"x24 GA, SAG STRAP SAG STRAP GIRT . �— GIRT i I (FM7) PPAN HEAD SCREWS (TYP) (g10-16 z 1" PHILLIPS, SO TEK 3) ONE PC. EACH LOCATION ANGLE TYP. SAG STRAP DETAIL AT SIDEWALL PANT HEAD SCREWS (TYP) (/10-16 x 1" PHILLIPS, SO TEK 3) ONE PC. EACH LOCATION ANGLE TYP. SAG STRAP DETAIL AT ENDWALL � LINER _cFT SH F10Q&_ NEdwjU LEDGE / ¢ w o IMPJM[�j�ME$TANT NOE$NO F$ NOTCH AREA INDICATES Y DICH BY 1 iSHE INCH RECESS FOR METAL WALL SHEETS. THE SHEETS SHWUD NOT TOUCH THE BOTTOM OF THE NOTCH, WHICH WOULD VIND THE WARRANTY SECTION THRU WALL PANEL %� AND CONCRETE FOUNDATION 1 Y%x YMONRCENTER SCREWS RF RAFTER WALL PANEL FLASHING L4z2x16Ga (LLH1 TRIM SHEETING ANNGLLEE SGe- L{-� 10" GIRT CAP RC95 WALL LINER CLIP - T A WAINSCOT TRANSITION DETAIL IV WALL GIRT �. \ ENDWALL GIRT TO RAFTER CONECTION BOLTS ARE 1/2"0 x 1" A307 FO R R PERMIT REVIEvvEU FORE CODE CGNIPI_IANC SEP 18 2019 HALING OF IHIS PRAWING DOES NOT IP OR CONSTTUTE THAT RIGID GLOBAL ENGIMN IS THE ENGINEER a RECORD OR THE D PROFESSIONAL FOR THIS PROJECT. ONLY DESIGN OF THE METAL BUILDING SYSTEN NWSHEO BY RIGID IS INCWDED. FWNDA ANALYSIS. ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS WPPLIED ANYONE OTHER THAN RIGID ARE SPEORCALL EXCLUDED. NO INSPECTION OR WPERMSION IS 12 12 ?4' CANOPY PURUN CANOPY BEAM HOT -ROLLED RAFTER -® I O WELDED CLIP RC146 (NS&FS) EXTENSION CEE STRUT BU)TTON2•HEAD1• DETAIL 1 CANOPY RAFTER TO MAINFRAME MN CQNNECTION 1/4• THICK SCAB CANOPY PURUN� CANOPY BEAM HOT-RDLLED Q1/2' RAFTER 12 WELDED CLIP RC146 (NS&FS) EXTENSION CEE STRUT (4)-1/Y0 x 1• BUTTON HEAD BOLTS 1/2• THICK PLATE MAIN FRAME WITH 5/8'0 A325 BOLTS COLUMN WEB W8x1B BEAM W8x18 BEAM � 3/8' THICK WITH (2) 3/4'0 x 1 A325 B01 1/2' THICK PLATE WITH 5/8.0 A325 BOLTS 1/4' THICK STIFF PL (NS/FS) DETAIL 2 ��DE CGM��-BAN act, it SEP1$2019 jf' CMSTTUTE THAT RIGID GLOBAL ENONEER THE ENGINEER OF RECORD OR TIE DESIGN OfTMONAL FOR MIS PROJECT. ONLY THE SIGH OF THE METAL BUILgNG SYSMM AS RNISHED BY RIGID IS INCLUDED, FOIINDATOR ALYSS, ELECTRICAL, AND MECHANICAL STEMS, AND/OR OTHER PARTS SUPPLIED BY PONE OTHER THAN RIOD ARE SPECIBCALLY :LUOED. NO INSPECT )N OR SIIPM%S M IS LED. iSCRIPDON DETAILPAGE4 !STONER OPHIAND IAND& DEVELOF 10 USER I OAKLAND LAND & DEVELO{ C I n CONNECTION PLATE - _ 1325 BOLTS _ - .I - _ _ - L3x3z3/16' - I 3/e' THICN - WITH (2) 5 A325 BOLT _ � L3x3z3/16' - I TDE- LTHICK PL STITCH BOLTS STRUT WITH (4) 1/2" z 1 1/2' AT 5'-0" MAX (2)Bx35C12 A307 BOLTS \ SPACING \ \ CONNECTION PLATE WITH (5) 5/8"0 / \ A325 BOLTS / I i � DETAIL 2 I � \ \ RIGID FRAME COLUMN RIGID FRAME COLUMN / L3x3x3/16" ` \ i \ ^ L3x3x3/16' \ 3/e" THIC \ i WITH (2) ; / \ A325 BOL' -IFFL - - - - --- DE1 TYP. ANGLE BRACE DETAIL AT SIDEWALL PLATE /8'0 x 1 1/2' i (TYP AT ENDS) AIL 3 3/8" THICK PLATE STIFFENER PLATE WITH (5) 5/8 0 A325 BOLTS L300/16" ( PLATE S (TYP AT ENDS) /8'0 x 1 1/2" ~ AIL 1 \ 3/8' THICK PLATE WITH (2) 5/8"0 x 1 1/2' L3x3z3/16"tRIG11D T ENDS) FRAME COLUMN ---- STEEL LINESIDEWALL SECTION A 1/4" THICK STIFFENER PLATE (NS/FS) 000/16' c� 'MTH (2) 5/8'0 z 1 1/2' (NS/FS) A325 BOLTS (TYP AT ENDS) Y _ I �FF1 DETAIL 1 3/6" THICK CONNECTION PLATE DETAIL 2 teB33 3/8' THICK PLATE PATH (2) 5/8"0 x 1 1/2'� A325 BOLTS (TYP AT ENDS) L3x3z3/� 1 /4" THICK PL WITH (4) 1/2" A307 BOLTS RIGID FRAME COLUMN 1 /4" THICK STIFFENER PLATE (NS/f5) --� L3x3x�'J 3/8' THICK PLATE 1WTH (2) 5/B'0 x 1 1/2' A325 BOLTS (TYP AT ENDS) DETAIL 3 RIGID FRAME COLUMN oft u ` F R F"ERMIT IR EV►UNE® FOR t-%oDE ��MPLiAN �QF SEP 18 2019 �~ 11` i SEALING OF THIS DRAMNG .ES.IMPLT DR CONST1UlE MAT RIGID GLOBAL ENGINEER IS THE ENGINEER OF RECORD OR 14E DESIGN J!4 PROfE640NAL GOR T115 PROJECT. ONLY THE DESIGN OF ME METAL BUILDING BTGIEY AS x7 J NRNISNED BY RIGID I6 INCWDED. FWNOADdI ,val ANALY95. ELECTRICAL AND MECHANICAL 1 � 4/` sY5TEu5, ANo/dt oTNER PART$ $UPRJED BY I1, NxAANx. ANYONE OTHER MAN RIdO ARE SPEPFICALLT E%ClUDEO. NO INEPFCTdJ OR Sl1PEItMSON IS IMPIZD. DESCRIPTION DETAIL PAGES CUSTOMER OAKLAND LAND BDEVELOPMENT, LLC END USER OAKLAND LANDS DEVELOPMENT, LLC END USE OFFlCE/WPREHOUSE BUILDING A STREET 1502 WEST F STREET CITY ST ZIP LA PORTE, T%T/ST1 65259 140727 .T.S. ED1B w (GS01) STITCH SCREW (10) POP RIVETS GUTTER STRAP PER LAP WITH LAB} 48' ON CENTER*3110NE CLOSURE CAULK TAPE SEALER 111�� (EGO1R) 5T1 TCH SCREWOP &BOTTOM GUTTER 6"ON CENTERPOP RIVET (PCT01) OVERFLOWPANEL CAP TRIMRELIEF CUT EAVE STRUT SCULLPTURED (05015) 41 GUTTER DOWNSPOUT FIELD BEND GUTTER POP RIVET TABS ON 4 SIDES INTO DOWNSPOUT (EGOIR) GUTTER �DSOIS)Sp OWNouT (DT01) / \ DOWNSPOUT\ (DT01) STRAP R PANEL DOWNSPOUT STRAP HIGH RIB FIELD CUT GUTTER POP RIVET WITH 'X' PATTERN DOWNSPOUT TO GUTTER DETAIL POP RIVET Nucnrct WALL PANEL TRIM SPLICE BRICKS — BY OTHERS (DTOI) DOWNSPOUT i S RAP MASONRY NAIL MASONRY (BY OTHERS) / WALL LJ nK a. a' DOWNSPOUT & GUTTER DETAIL WITH FULLY SHEETED WALL GUTTER OVERFLOW RELIEF D.S. STRAP OUANTITY E.H. QTY. 10'-0 2 12'-0 2 14'-0 2 16'-0 2 20'-0 25'-0 3 R( PEAK PANEL DETAIL 12" 12- 1Y' 12" 12" 12- 9}' 2}" 9}- 2}- 9}" 2}- DETAIL "A" 91" 21- 91" 2}" 9}- 2}' DETAIL "A" T T T T T T 1 w T T 1 LER MEMBER SCREW LOCATION NTOUR (ALL MEMBERS) (2) SCREWS BETWEEN BASE MEMBER AND 7'-4• GIRT. (1) SCREW BETWEEN ALL STITCH SCREW OTHER MEMBERS. OVERBEND 5' FOR AND (1) SCREW AT ALL MAXIMUM SEAL MEMBER LOCATIONS. - `EXTENDED LEG ON "PBR' PANEL ONLY DETAIL"A" TYP. SIDE LAP DETAIL "PBR" WALL LINER PANEL SCREW LAYOUT MEMBER SCREW LOCATION FOR ALL MEMBERS UNLESS NOTED OTHERWISE 12' 12' 12' 2}' 7- 2}' 2}' 7" 2}' 2}' 7" 21' DETAIL"A" T T T T T T MEMBER SCREW LOCATION FOR PEAK PURLIN. EAVE STRUT. AND PANEL END LAPS ONLY STITCH SCREWS AT 12" 12' 12' 12" ON CENTER WITH (RTOIR) CONTINUOUS TAPE DETAIL"A" $SCULPTURED SEALANT UNDER TRIM 94" 237 9}' 2}" .9} 2}' RAKE TRIM / ROOF PANEL T T !RA-1) T 1 RAKE ANGLE MEMBER SCREW LOCATION STITCH SCREW (ALL MEMBERS) 12" ON CENTER' (1) SCREW BETWEEN ALL OUTSIDE CLOSURE PURLIN OTHER MEMBERS. STITCH SCREW (BEYOND) AND (1) SCREW AT ALL OVERBEND 5' FOR WALL PANELT MEMBEER LOCATIONS. MAXIMUM SEAL SCULPTURED RAKE DETAIL WITH SHEETED WALL "PBR" ROOF PANEL /RIDGE I I RIDGE VENT DIE -FORMED SKIRT (SAME FM3B MEMBER SCREW PR LE AS FASTENED AT PEAK ROOF PANEL) PURLIN FOR WIND RATED REQUIREMENTS ROOF PANEL I (SEE ROOF PANEL END LAP DETAIL) 9' THROA PEAK PURLIN OPENING SECTION THRU RIDGE VENT WITH DIE -FORMED SKIRT (TDI APPROVED) COLOR: Polar White - - EXTENDED LEG ON 'PBR" PANEL ONLY DETAIL "A" TYP. SIDE LAP DETAIL "PBR' SOFFIT PANEL SCREW LAYOUT CONTINUOUS TAPE SEALER STITCH SCREW 20. ON CENTER i"x "(STANDARD) ,1".J-(OPTIONAL) OVERBEND 5' FOR MAXIMUM SEAL EXTENDED LEG ON - "PBR" PANEL ONLY DETAIL "A" TYP. SIDE LAP DETAIL MEMBER SCRE ROOF PANELS }•xA} (STANDARD) / 1"x3}'(OPTIONAL) CONTINUOUS TAPE SEALER LAID ALONG PANEL CONTOUR CAUTIONI DO NOT BREAK - NOTE! SCREW PATTERNS SHOWN, SATISFY UL-90 REQUIREMENT PURUN FOR ROOF. DETAIL "B" ?` TYP. PANEL END LAP DETAIL "PBR" ROOF PANEL'SCREW LAY® MEMBER SCREW LOCATION (ALL MEMBERS) "A" (2) SCREWS BETWEEN BASE ,Q T. (1)MBER SCREWNBETWEEN AILL Y J L1RW ED FOR OTHER )MEMBERS. OVERBEND 5'FOR FOR' MANDEMBER LOCATIAT ONS .LI L XII (IM D 0 f A N C ® JV' r L„��T EXTENDED LEG ON r r PBR' PANEL ONLY AOF DETAIL "A" t e TYP. SIDE LAP DETAIL * ^^F "PBR" WALL PANFtUT �» g C L . DI CONSTNTE THAT RIGID GLOBAL ENGINE THE ENGINEER O RECORD OR THE DES OFESSONAL FOR THIS PROJECT. ONLY THE SIGN OF THE METAL BUILDING SYSTEM AS v ii�� VVll In R Mmu r6R RVVr r/ CL c INSIDE CLOSURE VTT02 �121I2- AN ITION TRIM STITCH SCREW 12. ON CENTER , (GSOI) STITCH SCREW OUTSIDE CLOSURE CUTTER STRAP }}" INSIDE CLOSURE WITH TAPE SEALER, AB' ON CENTER WITH TAPE SEALER AT TOP AND BOTTO STITCH SCREW ON TOP & BOTTOM 6. ON CENTER POP RIVET r - - - - - - - - _ ROOF PANEL/ (SET01) EAVE STRUT EAVE TRIM I I PURUN (ESO1 S) I - I EAVE SPACER (MDS-1) DOWNSPOUT ELBow SOFFIT PANEL- STITCH SCREW (DSO1R) 12. ON CENTER DOWNSPOUT RETURN (^DS-1)) N IT WIDTH BRICKS — BY OTHERS DOWNSPOUT & GUTTER DETAIL AND CANOPY OR LEAN-TO ROOF TRANSITION DETAIL MEMBER SCREW 12' ON CENTER STITCH 12. ON KICKOUT STITCH SCREWS AT 12- ON CENTER WI1 CONTINUOUS TAPE SEALANT UNDER TR ROOF PANEL RA- / AKEI) ANGLE SOFFIT PANEL - PANEL MEMBER SCREW 12" ON CENTER STITCH SCREW -- 12' ON CENTER SPLICE (10) POP RIVETS PER LAP WITH CAULK I I I (DSO1S1 v DOWNS OUT FIELD BEND GUTTER POP RIVET TABS ON 4 $IDES INTO DOWNSPOUT \ (EGO1R) /GUTTER FIELD CUT GUTTER WITH -X- PATTERN DOWNSPOUT TO GUTTER DETAIL GUTTER OVERFLOW RELIEF WALL PANEL D.S. STRAP QUANTITY E.H. 12'-0DDOOWNSTRAP 14'-016'-025-0 NOTY.IO'-0(OT01) MASONRY NAIL MASONRY WALL (BY OTHERS) -WAINSCOT WALL PANEL -BASE ANGLE/CHANNEL -MASONRY ANCHORS It . TD • pp�E'�IfWp EAf SCULPTURED GUTTER & RAKE TRIM JOINT DETAIL "PER" ROOF PANEL ASSEMBLY R LLF, F TR I• T 1p (IF M TD TA 4SAT%T C1 aUp ,0r LEG TD ." F08-.. pEBMIT REVIEWED FOR CODE COMPLIANCE SEP 18 2013 EM1NG OF THIS DRAWING DDES NOT CONSTTUTE THAT RIGID aOBAL EN THE ENMEER OF RECORD OR THE 1 OFES9044AL FOR THIS MR CT. ONl SON OF THE NETAL BDAfRNG SYSTEI SCULPTURED RAKE DETAIL WITH SOFFIT "PBR" ROOF PANEL "PBR" WALL (HT01 HEAD ADER F.O. HEADER TRIM DETAIL (WSO1) F.0 SILL TRIMOW SILL` STITCH SCREW 12 ON CENTER "PBR" WALL PANEL F.O. SILL TRIM DETAIL F "PER' WALL PANEL F.O. JAMB TRIM DETAIL F.O. HEA DER ER"PBR" HEMED LEG WALL PANEL THIS S1DE (FM7 (HTO1R) MEW ER SCREW HEAD TRIM 12' ON CENTER (WTDS) WRAP TRIM F.O. HEADER TRIM DETAIL WITH WRAP TRIM HEMED LEG THIS SIDE PANEL F.O. JAMB TRIM DETAIL WITH WRAP TRIM SCREW CENTER (WT05) WRAP TRIM "PBR OUTSIDE CORNER DETAIL ON MODULE WAINSCOT PANEL BY OTHERS OUTSIDE CORNER DETAIL ON MODULE "PBR" WALL LINER HEMED LEG / THIS SIDE "PER" F.O.JAMB WALL PANEL F.O. JAMB TRIM DETAIL WITH WRAP TRIM 'PBR' WALL HEMED LEG THIS SIDE F.O.JAMB WALL PANEL (J J/ F.O. JAMB TRIM DETAIL WITH WRAP TRIM (itE1DRW KURn zGfln fART alr ac (• DOCK HEADER HEAD _ (SEE _T. EIEV) tE Md1 IFAF HE�pER o SECTION-9 END a Gff rm ai t 'EN�Mp Dan n �¢u (i1M Dann DO]n JA11B MM (gE DEL SECTION•6' WAL qNT CH MT f3) B. RE S T MRT) JMIB LB TRIM 9R4 E ) •1 A GfT n M 'B' iSN Ni ERL YE DETAIS AHCXdi/ B0.T Pux a Y-D A'-0• AS nEab, MD AS REOb. eDTH TRIM TYPICAL WALK DOOR DETAIL SCREW CENTER R IM (EMBER SCREW 2' ON CENTER (WT05) WRAP RIM H=u nY,e rmlo� aye y.,e. m nm e..am (naa) .Iln Ne l�^M c qW IM PW� em. NMF9 Y MIMeQ Ns1tll py bx F hm�w, Nem b 1/n' .bmmm d Tn co Ih .Hurt cseemar cTe en&m ehYC 1 E a nw. Home nFRe poe ma ..:.n.dr. DFe wl sFa n ..wF.a A d m e..`ore ,mwm p4e a 5Nd wMW nos u.�eano� a a..o-.a m.a pme n mde,. (x InNtll IMvt ollmlcA a(Wtbnm) • nv.4b. nme m.m M1.L .Uym w IMI M./ jIRE amlacb Wn .M F Me cbue axltF2 Fu PR_nRe an wtm d N"I Gn m qb Fn Fay.. u. am,Fy e, ..oun. .w. R.Iw mu a Dov Ymufa:bew MldMbn Mvwd b mw. 1 I OUTLINE OF WALL LINER AT 7'-6" HIGH I I T FIELD VERIFY FIELD VERIFY F.0 TRIM DETAILS (FOR FIELD LOCATE 3070 WALKDOOR) (2 PIECES) TRIM TABLE OID MARK LENGTH 7 JT01R 7'-3' 8 HT01R S-6" BRICKS OVER WAINSCOT PANEL BY OTHERS NOTE: MEMBER SCREWS AND SIDE LAP SCREWS THAT ARE IN DIRECT CONTACT WITH SKYLIGHT PANEL SHALL BE THE SCREWS WITH 1 1/8' DIAMETER WASHER. MEMBER SCREW LOCATION (ALL MEMBERS) MEMBER SCREW WALL LIGHT PANEL WALL PANEL WALL LIGHT (FM4LL) WALL LIGHT PANEL SKYLIGHT SIDE FMG FASTENER LAP SCREWS AT 20' O.C. 20" ON CENTER WALL PANEL TO WALL LIGHT PANEL WALL LIGHT TO WALL LIGHT SIDELAP SIDELAP 1 1/2' (FM3LL) MEMBER SCREW AT 12" O.C. EAVE STRUT WALL LIGHT FMG FASTENER AT 20' O.C. pp �gyt rp{� 2 1/2- -- Of Fly (FM MEMBER SCREW AT 12" O.C. WALL PANEL SECTION THRU WALL LIGHT RROJED FON CDDE EDMPo.4ANCE SEP 181019 M., (CUSTOMER IOAKLAND LAND d DEVELOPMENT. LLD * I* mo.. - io: 77571 Page is too large to OCR. PREPARED 6/18/20, 12:15:56 INSPECTION TICKET PAGE 18 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 6/18/20 _____________________________________________________________________-___-______________ ADDRESS : 1502 W F ST SUBDIV: LA PORTE CONTRACTOR CREATIVE LANDSCAPING AND IRR. PHONE OWNER OAKLAND LAND & DEVELOPMENT LLC PHONE PARCEL 024-108-000-0001 APPL NUMBER: 20-00001033 LAWN SPRINKLER -COMMERCIAL ______________________________________ _-___-_ _-_-_________ -__ PERMIT: LS 00 BLDG PERMIT LAWN SPRINKLER REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ IRR O1 6/18/20 IN IRRIGATION TIME: 13:00 832.434.8195 --------- CP51 ----- IRRIGATION FINAL 6/18/2020, 11:49:17 AM LAPOJLD Y-eU L ________ COMMENTS AND NOTES ______________________________________ p Vel �D Lo�_ ot-1 1� City of La Porte 604 W Fai r mont Pkwy La Porte, Tx 77571 (281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 * * * * BUI LDI NG PERM T* * * * ---------------------------------------------------------------------------- Appl i cat i on Nurrber . . . . . 20- 00001033 Dat a 6/ 18/ 20 Property Address . . . . . . 1502 W F ST HCAD Number: 024-108-000-0001 Al t er nat a Sear ch Met hod: Appl i cat i on t ype description LAVW SPRI NKLER- COMVERCI AL Subdi vi si on Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . I ND - LI GHT Appl i cat i on val uat ion . . . . 5500 ---------------------------------------------------------------------------- Type of Vlbr k INSTALL I RRI GATI ON SYSTEM ---------------------------------------------------------------------------- Owner Cont r act or ------------------------ ------------------------ OAKLAND LAND & DEVELOPMENT LLC CREATIVE LANDSCAPING AND IRR. PO BOX 952 25111 LAKEVI EW RD. NATCHEZ US 391210952 KATY TX 77494 St r uct ur e I of or mat i on 000 000 Construction Type . . . . . NON- COMBUSTIBLE II Occupancy Type . . . . . . M XED USE Flood Zone . . . . . . . . NOT APPLICABLE ---------------------------------------------------------------------------- Per m t . . . . . . BLDG PERM T LAVW SPRINKLER Addi t i onal desc . . Perm t pi n number . 635946 Perm t Fee . . . . 57.50 Plan Check Fee 28.75 1 ssue Date . . . . 6/ 18/ 20 Val uat i on . . . . 5500 Expi rat 1 on Date . , 12/ 15/ 20 Qt y Uni t Charge Per Ext ensi on BASE FEE 20.00 5.00 7. 5000 THOU BLDG - 1, 001 - 50, 000 37.50 ---------------- ------------------------------------------------------------ Speci al Not es and Com ent s 6/ 15/ 2020, 11 : 40: 02 AM LAPOJ LD Thi s per m t nay on[ y be r enewed ( 1) t 1 rre. Af t er t hat , a new per ni t must be obt ai ned and f ees wi I I be cal cul at ed of f of t he ORI GI NAL per rri t appl i cat i on. 1. AS PER PLANS AND NOTES. 2. PROPERTY OWNER IS RESPONSIBLE FOR ANY REPAIRS TO I RRI GATI ON SYSTEM INSTALLED IN ANY UTILITY EASEMENT AND ANY FUTURE DAMAGE TO SYSTEM BY UTI LI TY PROVIDERS 3. SEE ATTACHED LAVW I RRI GATI ON HANDOUT City of La Porte 604 W Fai r rmnt Pkwy La Porte, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 51 30 ****BUI LDI NG PERM T**** ---------------------------------------------------------------------------- Page 2 Appl i cat i on Number . . . . . 20-00001033 Dat a 6/ 18120 ---------------------------------------------------------------------------- Speci al Not as and ConTrent s FOR M NI MUM REQUI RENENTS 4. NOTIFY THE CITY OF LA PORTE TO ANY CHANGES IN THE SCOPE OF V\DRK 5. A MDI STURE/ RAIN SENSOR SHUT OFF DEVI CE REQUI RED 6. CALL FOR I NSPECTI ONS BEFORE BACKFI LLI NG ANY TRENCHES 7. 1 RRI G4TI ON HEADS AND NOZZLES SHULD BE PLACED AND ADJUSTED TO M NI M ZE OVERSPRAY ONTO IIVPREVIOUS SURFACES AND M NI M ZE RUN-OFF INTO THE STREET RIGHT OF VAY 8. FI NAL I NSPECTI ON REQUI RED TO VERI FY SPRAY PATTERNS 9. NO SPRAY ALLOVED OUTSIDE THE PROPERTY 10. BACKFLOVV CERTI FI CAT] ON MUST BE ATTACHED TO BACKFLOW PREVENTER AT THE TI NE OF THE I NSPECTI ON 11. SEPARATE PERM T REQUIRED FOR ANY ELECTRICAL VURK 12. CONTRACTOR/ OWJER RESPONSIBLE FIR REMOVAL OF ALL CONSTRUCTION DEBRIS 13. A BUI LDI NG PERM T ( AND ALL I TS APPLICABLE SUB PERM TS) M4Y BE BASED ON THE REMAINDER OF THE W)RK TO BE DONE. HOVEVER, I F THE V10RK I S NOT COMPLETED W THI N THE ALLOTED TI ME OF THE RENEVAL PER[ OD, THE BUI LDI NG PERM T ( AND ALL APPLICABLE SUB PERM TS) MJST BE APPLIED FOR AS A NEW PERM T, AND ALL PERM T FEES W LL BE CALCULATED FROM THE ORI GI NAL PERM T VALUATI ON. 14. PERM T MIUST BE DI SPLAYED ON SI TE ---------------------------------------------------------------------------- Fee surrrrery Charged Paid Credited Due ----------------- ---------- ---------- ---------- Per ni t Fee Tot al 57.50 57.50 ---------- .00 .00 Plan Check Total 28.75 28.75 .00 .00 Grand Tot al 86.25 86.25 .00 .00 i" -------- x-------------------------------- K_ _`-zs_ - ---------------------- ( IGNATURE OF CONTRACTOR OR AUTHORIZED AGENTI DATE ( APPROVED BY BUI LDI NG OFFI CI AL OR AUTHORIZED AGENT) DATE City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkwy BUILDING PERMIT APPLICATION L Fax: 281.470.5005 La Porte TX 77571 I' G C EptItryLz t?Ipo tx.gOV Applicant Name: 1 Project Address: Site n NpUlff ptli�aa/ �Lhlen�oo o e r vela gat u/es� F. Stye�f L.L oaf %x?7 7 [U[ HCA (1) No. (s): — 10 3 BY: ----- LEGAL DESCRIPTION I jL $21p Lo. 5S , to—((* h.- z'7 Pr a Owner: Mailing Address: a 11'� • Phone: Contractor: Mailing Address /&c 3112,1 E-Mail:eT t 7t_C��"' u.•+ -S/ll tole Viev-1 Rd. B'Jt-�1R2 - gZoc 37•- 3 -d'i9S Architect: MIA- Mailing Address: E-Mail: Phone: Engineer: Mailing Address: E-Mail: Phone: , I/k h'Zt►;r.,..- V �►`� /,glr_¢V��ci 3Z-�`12—i?Zno 3z -y3L/ �B19 s Project Descriptiop: Busine / Project N e: FII lia.(11 r✓/ o,�sw..• /A p&wAn - 4ve! b as dc. �1a� M /wGsc. /t•�'1. Building Use: No. ofStories: Living Sq. Ft. Garage Sq. Ft. Porch Sq. Ft. Other Sq. Ft. Total Sq. Ft. SELECT ALL THAT APPLY: *RESIDENTIAL F COMMERCIAL VALUATION REQUIRED$ 'DOES NOT REQUIRE VALUATION / F1NEW ❑ ADDITION ❑ REMODEL ❑ CULVERTS ❑ FOUNDATION IRRIGATION ❑ SIGN ❑ OTHER ❑ FENCE ❑ POOL ❑ DRIVEWAY DESCRIBE WORK: 1. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION: ❑ RESIDENTIAL PROJECT: SUBMIT (2) COMPLETE SETS TO SCALE (HARD COPIES) OF CONTRUCTION PLANS FOR REVIEW. ❑ COMMERCIAL PROJECT REQUIRES: 1. (2) COMPLETE SETS (HARD COPIES) OF CONTRUCTION PLANS AND SITE PLAN FOR REVIEW. 2. CD/ USE! IN POE FORMAT SHOULD INCLUDE CONSTRUCTION PLANS, SITE PLAN, AND COMPLETE APPLICATION. 3. SITE PLAN FEE DUE AT TIME OF SUBMITTAL. MAJOR SITE PLAN 10 ACRES OR GREATER: $300.00 + $5.00 PER ADDITIONAL ACRE; MINOR SITE PLAN LESS THAN 10 ACRES: $200.00 +$5.00 PER ADDITIONAL ACRE. ❑ CONTRACTOR REQUIREMENTS: CURRENT GENERAL LIABILITY CERTIFICATE OF INSURANCE MINIMUM OF $100,000. CITY OF LA PORTE; 604 W. FAIRMONT PKWY; LA PORTE, TX 77571 AS THE CERTIFICATE HOLDER. IF HOMEOWNER IS CONTRACTOR, MUST FURNISH NOTARIZED HOMESTEAD AFFIDAVIT. (FOR RESIDENTIAL PROJECT ONLY) ❑ NOT A VALID. PERMIT UNTIL OWNER/ CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL, SITE PLAN FEE IS DUE AT SUBMITTAL OF APPLICATION, AS A CONDITION OF THIS SUBMrrTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF INSPECTING OR VE ING INFORMATION PROVIDED IN THIS APPLICATION & THE PLANS SUBMITTED THEREWITH. --�� ,7 /7i al�— SIGNATURE OF APPLICANT: f PRINTED NAME�J 56 —4 DATE:G STAFF USE ONLY: TAXES: CODE ENFOCEMENT: FLOOD ZONE: TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: USE ZONE: o M LI BASEPERMITFEE PERMITFEE FUN REVIEW FEE DRNEWAY nEIN FEE PARKLAND S ZONE FEE OTHER FEE 3 .-I S I N . NEW WATER ACCOUNT SET-UP REQUIRED FOR THIS PROJECT: YES NO FERMI I AHHLIGA I IUN HEULIVED BY: ( � �- DATE: -11L(p l2'Qo2p PERMIT NO. AP ED FOR P CE B DATE: 20.1033 `� k-IS-aoao Dawson, Jaycee From: Dawson, Jaycee Sent: Thursday, June 11, 2020 3:43 PM To: 'OAKLANDLAND@GMAIL.COM' Subject: 1502 W F ST. IRRIGATION PERMIT Attachments: PERMIT APPLICATION.PDF Good Afternoon, We received an irrigation permit application for 1502 W F St. There was some information missing on the application that is needed. Please see the attached for the application and complete the highlighted fields. We will also require an electronic copy of the irrigation plans as well. The Irrigation Contractor did not leave an email address for me to contact him directly however if y'all have any questions or concerns please do not hesitate to let me know. Once the application is completed you can email it back to me and I will process it for review. Again if you have any questions or concerns please do not hesitate to let me know and I will be happy to be of assistance. Thank you so much and have a wonderful evening! JAYCEE DAWSON CITY OF LA PORTE PERMIT TECHINCIAN 281.470.5074 ECEIVED .9 JUN 12 2020 BY: 1. AS PER PLANS AND NOTES. 3. SEE ATTACHED LAWN IRRIGATION HANDOUT FOR MINIMUM REQUIREMENTS. 4. NOTIFY THE CITY OF LA PORTE TO ANY CHANGES IN SCOPE OF WORK. S. A MOISTURE/RAIN SENSOR SHUT OFF DEVICE REQUIRED. 6. CALL FOR INSPECTIONS BEFORE BACK FILLING ANY TRENCHES. IwIA1131r1?IUION [e7#'A4:&Sy7/_1IN3: 8. FINAL INSPECTION REQUIRED TO VERIFY SPRAY PATTERNS. 9. NO SPRAY ALLOWED OUTSIDE THE PROPERTY. 10. BACKFLOW CERTIFICATION MUST BE ATTACHED TO BACKFLOW PREVENTER AT THE TIME OF INSPECTION. 11. SEPARATE PERMIT REQUIRED FOR ANY ELECTRICAL WORK. 12. CONTRACTOR/OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 13. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME'OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT. AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. 14. PERMIT MUST BE DISPLAYED ON SITE. Gov 1502 We,&+ Fw S�L & po, Ao Oro, L e e- 5 V fD Val U`' ' O R efe r ®� sf-fr hedT — — — — Nez ( n I ( �i 2 5 c he /u i e. , ally J /ink t_-I con►.j lquv�e-r RS r- Rai ,n 5 e ►l S v r- eS 1 J` Y) Pt L S.S G(-f k 06,39 .........................:...%' j JOSEIARGUETA j t t; �rlF � �..�`Gp.� Is City of La 'Porte Planning and Development Department Established 1892 - Teresa Evans, Director mrNOR DEVELOPMENT SITE PLAN BUILDING PERMIT RELEASE FORM Development Name:- Oakland Development (1502 W. F St.) Address: 1502 W. F St. Project No. 19-82000021 Date of Approval: The site plan for the proposed project has been approved and released by the Planning Division. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORMIN CONSTRUCTIO.NJOB FILE City of La Porte Planning and Development www.laportetx.gov 604 W. Fairmont Parkway La Porte, TX 77571-6215 Phone: (281) 471-5020 Fax: (281) 470-5005 Property address, if knc Legal description of sltE HCAD Parcel Number/s Zoning District: Attach to this applicadc Minor Development Site Plan Application Planning and Development Department Lot area: 34,wl a Project Description Letter that describes in detail the proposed development. A Iso Company (if applicable): �. l'JpKte/b Address: '1 't1`..�^ ) a� Cis 2- City: -/ Phone: 401, 447- VIAC Nam€: rc].%% 4 PROPERTY OWNER(S) INFORMATION aA*. (.L f. State: % ` Zip: Email: AUTHORIZED AGENT (If other than owner) = '.' ->:1t, '.- f 4-' Company(ifapplicable): Address:I4,Ct{ N, �7A+1 T.Y,1;M' -g. City: �'Otle�i t "` State:T;__ Zip: IF T10 3L Phone: Z-�1 � gri0 �Q�3'D Email: WEE ,Q , AN- t&u I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with/or contained in this application are true and correct and the application is complete to the best of my knowledge and belief. Agent's Owner(s)' Date: 2 if Date: t STAFF USE ONLY: Date Application Received: Case Number: