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10025 PORTER RD_19-2406___________
10025 PORTER RD SUITE 400 19-2406 HIGH PILE STORAGE CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date ......................... 4/9/2020 Parcel Number .................. 129-636-000-0003 Property Address ............... 10025 PORTER RD. SUITE 400 Subdivision Name ............. UNDERWOOD BUSINESS PARK Legal Description .............. RES C1 UNDERWOOD BUSINESS PARK Property Zoning ................ PUD Owner ............................. HRUS UNDERWOOD LLC Contractor ....................... CORVUS CONSTRUCTION COMPANY Application Number......... 19-2406 Description of Work ........ HIGH PILE SOTRAGE Construction Type .......... IIB Occupancy Type .............. MU Flood Zone ...................... X Approved ....................... Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 2/ 27/ 20, 10: 47: 18 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 2/27120 ------------ ADDRESS ------------------------------------------------------------------------------------ : 10025 PORTER RD 400 SUBDI V: UNDERVtOOD BUSINESS PARK CONTRACTOR CORVUS CONSTRUCTION COMPANY PHONE (713) 699-3100 OVWER HRUS UNDERVOOD LLC PHONE PARCEL 129-636-000-0003 APPL NUMBER: 19- 00002406 ADDN, COMMERCIAL ------------------------------------------------------------------------------------------------ PERM T: CA 00 BLDG PERM T- COMMERCI AL ADD ON REQUESTED 1 NSP DESCRIPTION TYP/ SQ COMPLETED RESUL RESULTS/ COMMENTS ------------------------- BLFI 01 -- -------------------------------- 27/ 20- IN FI NAL, BUI LDI NG TIME: MANUEL 832. 491.6211 13: 00 ^ 4, -_2/ -- 1'J COMMENTS AND NOTES ______________________________________ PREPARED 2/ 271 20, 9: 52: 15 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: INSPECTOR DATE 2/27/20 ------------------------------------------------------------------------------------------------ ADDRESS : 10025 PORTER RD 400 SUBDI V: UNDERN.00D BUSINESS PARK CONTRACTOR CORVUS CONSTRUCTION COMPANY PHONE (71.3) 699-3100 OMER HRUS UNDERNOOD LLC PHONE PARCEL 129-636-000-0003 APPL NUMBER: 19-00002406 ADDN, COMMERCIAL ------------------------------------------------------ - ---------------------------------------- PERM T: EL 00 BLDG PERMIT ELECTRICAL SUB: WfM SERVI CES ( 281) 479- 3567 'REQUESTED I NSP DESCRIPTION - TYPISQ COMPLETED RESULT RESULTS/COMMENTS ELFI 01 2I 27/ 20 1 41 FI NAL, ELECTRI CAL TI ME: 13: 00 THOMAS W WFM ELEC. @ 832. 326. 2073 ELEC. FINAL 2127/2020, 9:15:23 AM LAPOJLD -------------------------------------- COMMENTS AND NOTES-------------------------------------- City of La Porte 604 W Fai r rmnt Pkwy La Por t e, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 51 30 ---------------------------------------------------------------------------- Appl i cat i on Number . . . . . 19- 00002406 Dat a 2/ 12/ 20 Property Address . . . . . . 10025 PORTER RD 400 HCAD Number: 129-636-000-0003 Al t er net a Search Mat hod: Appl i cat i on type descr i pt i on ADDN, COMVERCI AL Subdi vi si on Narre . . . . . . UNDERVCW BUSINESS PARK Proper t y Use . . . . . . . . Property Zoni ng . . . . . . . NOT YET IDENTIFIED Appl i cat i on val uat i on . . . . 41500 ---------------- ----------------------------------------------------------- Type of Vlbr k high pi I e storage ----------------------------------------------------------------------------- Owner Cont r act or ------------------------ HRUS UNDERVCOD LLC ------------------------ CORVUS CONSTRUCTION CCWANY 811 MAIN ST STE 4100 4309 VAY OUT VEST DR HOUSTON TX 77002 HOUSTON TX 77092 (713) 699-3100 --------------------- Structure Information 000 000 ---------------------- Const r uct i on Type . . NON- CONBUSTI BLE I I Occupancy Type . . . . . . M XED USE Other st r uct info . . . . . FLOOD ZONE k ---------------------------------------------------------------------------- Per rri t . . . . . . BLDG PERM T ELECTRICAL Addi t i onal desc . . Permit pin number 622662 Sub Contractor WfM SERVICES Perm t Fee . . . . 60.50 Plan Check Fee 00 I ssue Date . . . . 2/ 12/ 20 Val uat i on . . . . 0 Ex pi rat i on Dat a '. 8/ 10/ 20 Ct y Uni t Charge Per Ext ensi on BASE FEE 7.50 1 . 00 3.0000 EA EL - OUTLETS, SW TCHES ( 1 ST 5) 3.00 30.00 .6000 EA EL - OUTLETS, SW TCHES ( OTHER) 18.00 1 . 00 15. 0000, EA EL - NEW M &S/ TCI 15.00 4.00 2.5000,EA EL - 1/2 HP AND UP TO 10 HP 10.00 2.00 3.5000 EA EL - 10 HP AND UP TO 50 HP 7.00 ---------------------------------------------------------------------------- Speci al. Not as and Corrrrent s, February 10. 2020 12:29:22 PM LAPOJLW HIGH PILE STORAGE 1. CALL FOR I NSPECTI ON 2. AS PER FIRE MARSHALL PLAN REVEI W AND NOTES. 3. THI S' PERM T I S FOR HI GH PI LE STORAGE. 4. CONTRACTOR/ CWJER RESPONSIBLE FOR Ci t y of La Por t e ~ 604 W Fai r rmnt Pkwy La Port e, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 51 30 ---------------------------------------------------------------------------- Page 2 Appl i cat i on Nurrtber . . . . . 19- 00002406 Dat a 2/ 12/ 20 ---------------------------------------------------------------------------- Speci al Not es and Commnt s REKNAL OF ALL CONSTRUCTION DEBRIS. 5. A BUI LDI NG PERM T( AND ALL I TS APPLICABLE SUB PERM TS) NWU BE BASED ON THE REMAINDER OF THE VCRK TO BE DONE. HOVEVER, I F THE WJRK I S NOT CCWLETED W THI N THE ALOTTED TI NE OF THE RENEW\L PERI OD, THE BUI LDI NG PERM T ( AND ALL APPLICABLE SUB PERM TS) NUST BE APPLIED FOR AS A NEW PERM T. , AND ALL PERM T FEES W LL BE CALCUALATED FROM THE OR] GI NAL PERM T VALUATI ON. ---------------------------------------------------------------------------- Fee surmar y Charged Pai d Cr edi t ad Due --------------------------------------------------------- Per rri t Fee Tot al 60.50 60.50 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.50 60.50 .00 .00 ------------------------------------------------------- (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE ( APPROVED BY BUI LDI NG OFFI CI AL OR AUTHORIZED AGENT) DATE City of La Porte SU W. Fairmont Pkwy Le Porte TX 77571 Planning 6 Development Phone: 281.470.5073 .BUILDING COMMERCIAL ELECTRICAL PERMIT APPLICATION Fax 281.470.5005 permits®taponabLgov 1. PROJECT INFORMATION ADDRESS: 1o025" Porter Rs(. 1t40o, L•%rrt.,Tk 77s'n DESCRIBE WORK �� THIS ELECTRICAL JOB IS PART OF A BUILDING PROJECT: I X I�LTe3 NO - IFYES. PROVIDE 81 .PERMIT NO.:19-000ozU06 ��I 2. PROPERTY OWNER: NAME: H RU5 UnA PHONE NO.: (713) 237-5600 , MAILING ADDRESS: gli M01(n $t It g J O D ovstrn . TX 7 7 0 0 ,-4 E-MAILADDRESS: -Ldoyids aA6ceryys I conftrm-r,o .cons 3. ELECTRICAL CONTRACTOR: COMPANY NAME: WTM E/ectt)'cAI PHONE NO.: (281) N46-2323 E-MNLADDRESS: t{.o;;�f oEwtmcfecrrrc-%I.e- . MAILING ADDRESS: S go cl A I LerrDr. 8--hi6 CONTACT PERSON: oANs Offwfky PHONE NO.: C832) 326-2a73 ITEM FEE QUANTITY TOTAL PERMIT ISSUE FEE- COMMERCIAL: 520.00 .1- (MINIMUM PERMIT FEE $20.00 OUTLETS, FIXTURES, LIGHTS a SW ITCHES $3.00 1 S 3- o0 FIRST FINE OUTLETS, JX(TURES, LIGHTS a SWITCHES S0.50NEACH3 0 18.00 WASHING MACHINE/ DRYER $2.00/ EACH . RANGE RECEPTACLE $3.00/ EACH .COOK TOP/ OVEN. $3.000 EACH AC, WINDOW UNIT RECEPTACLE $3.00/ EACH WATER HEATER 33.7d EACH DISHWASHER/ GARBAGE DISPOSAL. $1.501 EACH NEW METER LOOP A SERVICE, $15.00/ EACH .� INCLUDES TEMPORARY CUT4N TEMPORARY SAW POLE (T?OLE) $15.001 EACH REPAIR REPLACE RECONNE EXISTING METER LOOP a SERVICE MOTOR (UP TO SS HP) S1.50/ EACH MOTOR (SS HP TO LESS THAN 10 HP) S2.50/ EACH L4 _ 10.00 .MOTOR (10 HP TO LESS THAN 50 HP) S3.50/ EACH 2 - - 7. OO -PUTOR (50 HP AND OVER PER HP) 54-w 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 TO PERMIT ISSUANCE. APPLICANT SIGNATURE. W . aS...rN /y esLZ' PRINTED NAME: DATE FOR STAFF USE ONLY 1 APPROVED FOR ISSUANCE BY: i 4,,c -o o DATE: 1-2 PERMIT NO.: L10 CD Q 0 TOTAL PERMITFEE: 5 A(O O . 6 6 i Ci t y of La Por t o 604 W Fai r rront Pkvq La Part e, Tx 77571 ( 281) 470- 5073 I NSPECTI ON LI NE: (281) 470- 5130 "BUI LDI NG PERM T"""" ------------------ --------------------------------------------------------- Appl i cat i on Number . . . . . 19- 00002406 Dat a 2/ 10/ 20 Property Address . . . . ... 10025 PORTER RD 400 HCAD Number: 129-636-000-0003 Al t er net a Sear ch M t hod: Appl i cat i on t ype description ADDN, COMyERCI AL Subdi vi si on Narre . . . . . . UNDERVCCD BUSINESS PARK Pr oper t y Use . . . . . . . . Pr oper t y Zoning . . . . . . . NOT YET I DENTI FI ED Appl i cat i on val uat i on . . . . 41500 ---------------------------------------------------------------------------- n Type of V+6r k high pi I e storage ---------------------------------------------------------------------------- Owner Cont r act or ------------------------ ------------------------ HRUS UNDERV`lJOD LLC CORVUS CONSTRUCTION CCNPANY 811 Mal N ST STE 4100 4309 WkY OUT VEST DR HOUSTON TX 77002 HOUSTON TX 77092 (713) 699-3100 --------------------- Structure Information 00'0 000 ----------------------- Construction Type . . . . . NON- COM3USTIBLE II Occupancy Type . . . . . . M XED USE Other st r uct info . . . . . FLOOD ZONE X -------------------------------•--------------------------------------------- Per ni t . . . . . . BLDG PERM T- CO%ERCI AL ADD ON Addi t i onal desc . . HIGH PILE STORAGE 200 AKV ELEC Per m t pi n number . 622431 Per rri t Fee . . . . 327.50 Plan Check Fee 163.75 1 ssue Date . . . . 2/ 10/ 20 Val uat i on . . . . 41500 Ex pi rat i on Date . . 8/ 08/ 20 Q y Unit Charge Per, Extension BASE FEE 20.00 41.00 7. 5000 THOU BLDG - 1, 001 - 50, 000 307.50 ---------------------------------------------------------------------------- Speci al Not as and Comrent s February 10, 2020 12:29:22 PM LAPQILW HIGH PILE STORAGE 1. CALL FOR I NSPECTI ON 2. AS PER FI RE MARSHALL PLAN REVEI WAND NOTES. 3. THI S PERM T I S FOR HI GH PI LE STORAGE. 4. CONTRACTOR/ CVWER RESPONSIBLE FCR REKMAL OF ALL CONSTRUCTION DEBRIS. 5. A BUI LDI NG PERM T( AND ALL I TS APPLICABLE SUB PERM TS) IVAU BE BASED ON THE REMAINDER OF THE VORK TO BE DONE. HCMEVER, I F THE VCRK I S NOT CONPLETED } Ci t y of La Por t e 604 W Fai r rnont Pkwy La Port e, Tx 77571 ( 281) 470- 5073 1 NSPECTI ON LI NE: ( 281) 470- 5130 BUI LDI NG PERM T* ---------------------------------------------------------------------------- Page 2 Appl i cat i on Number . . . . . 19- 00002406 Dat a 2/ 10/ 20 --------------------------------------------------'-------------------------- Speci al Not es ,and ComTTent s W THI N THE ALOTTED TI NE OF THE RENEW%L PERI 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 CALCUALATED FROM THE ORI GI NAL PERM T VALUATION. ---------------------------------------------------------------------------- Fee surrrrer y Charged Paid Cr edi t ed Due ----------------- ---------- ---------- ---------- Per rri t Fee Total 327.50 327.50 ---------- .00 .00 Plan Check Total 163.75 163.75 .00 .00 Grand Total 491.25 491.25 .00 .00 ( SI-GJATURE OF CONTRACTOR OR AUTHORIZE ( APPROVED BY BUILDING OFFI CI AL OR AUTHORIZED AGENT) - -=-------------- -/O �2c� DATE DATE i EIvED City of La Porte Planning & Developme t 604 W. Fairmont Pkwy BUILDING PERMIT APP W TION La Porte TX 77571 10025 Porter Rd, Suite 400, La Porte, TX 77571 HCAD Parcel No. (a): Phone:281.470.5073 Fax: 281-470.5005 permits@laportebc.gov HRUS Underwood Land LLC 1100 Louisiana St., Suite 2250, Houston, TX 77002 mike.jackson@hines.com 71-3-759-9923 Contractor: Mailing Address: E-Mail: Phone: CorVuS Construction 4309 Way Out West Dr., Houston, TX 77092 hdavidson@corvusconstmction.com 713-699-3101) n/a Engineer: Mailing Address: E-Mail: Phone: Active Industrial Fire Protection, LLC 13100 Wortham Center or, 3rd Floor, Houston, TX 77065 david@aifplle,eom 713-491-6539 Contact Person: Mailing Address: E-Mail: Phone: Heather Davidson 4309-way Out west Dr, Houston, TX 77092 hdavidson@comsconstmcrion.com 713-540-7215 New Electrical Service & High Piled Storage Bridgestone Hosepower Building Use: No. of Stories: Living Sq. Ft. Garage Sq. Ft. Porch Sq. Ft. Other Sq. Ft. Total Sq. Ft. Industrial i 30,462 of SELECT ALL THAT APPLY: RESIDENTIAL COMMERCIAL VALUATION REQUIRED$$41,500.00 'DOES NOT REQUIRE VALUATION NEW ❑ ADDITION ❑ REMODEL ❑ CULVERTS ❑ FOUNDATION ❑ IRRIGATION ❑ SIGN ❑ OTHER ❑ FENCE ❑ POOL ❑ DRIVEWAY DESCRIBE WORK: Install new 200arop elactdcal seMce for ridgestone Hosepower and 0ghtIng for high piled storage. 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 PDF 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 +$5.00 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 SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF INSPECTI G . RI G INFO ATION PROVIDED IN THIS APPLICATION &THE PLANS SUBMITTED THEREWITH. J SIGNATURE OF APPLICA T: ✓ RINTED NAME: 11-thor Davidson DATE: 1V27/19 STAFF USE ONLY: TAXES: CODE EaFOCEMENT: FLO D E: TYPE OF ONSTRUCTION: APE OF OCCUPANCY: ,.USE ZONE: I 'V yUaagKurm V\oJTREIx BASEPERMITFEE PEI FEE PLAN REVIEW nEE oarvEwAvns4N EEE a ZONE SEE rsE NEW W ER ACCOUNT S -UP REQUIRED FOR THIS PROJECT: YES NO HEKMI I APPLICAI ION KEGEIVED BY: `Vni _ lz d la��� DATE: M Glass, Richard From: Glass, Richard Sent: Thursday, January 16, 2020 8:06 AM To: Heather Davidson Subject: 10025 Porter Rd. Ste. 400, Permit #19-2406 Attachments: FMO Notes - HP Storage.pdf Good morning, Please see attached notes for your project. When resubmitting, please provide two (2) sets of drawings delivered to 604 W. Fairmont Pkwy. Thank you, Richard Glass Plans Examiner CFM, TSBPE # 1-3685 City of La Porte Planning & Development Phone: 281-470-5075 slassrPlaportetx.aov 1 l•J PERMIT#: kq-3,q0P COMMERCIAL . PLAN REVIEW COVER SHEET ONTF,RNAL USE) ADDRESS: \OOar Poh� 2d , .4!P-%CO OWNER'S NAME: PROJECT TYPE: U rS�._ 9:4 a4U_ NEW: ADDN: FLOOD ZONE: X USE ZONE: r VD Y/N SUB /DATE RETURNED USB/CD ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: TAP FEES APPLICABLE 100% MASONRY/GLASS STORM WATER QUALM PERMIT TAXES UP TO DATE?: DATE OF REVIEW: t310 ITEMS NEEDED FOR ISSIMNCE, OF PERMIT: (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, figure fees. If no, use w/s form to explain why they are not.) INSPECTOR: C" OWNER OR CONTRACTOR NOTIFICATION DATE TINIE NAME OF PERSON CONTACTED S:\CPShtweMSPECTION DIVISIOMInspwtiom%CON1L PLAN REVIEW COVER S=.dm Rev. August 15,2018 HIGH PILE STORAGE 1. CALL FOR INSPECTION 2. AS PER FIRE MARSHALL PLAN REVIEW AND NOTES. 3. THIS PERMIT IS FOR HIGH PILE STORAGE. 4. CONTRACTOR / OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 5. 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 FORM THE ORIGINAL PERMIT VALUATION. AdOO Io c > a Page is too large to OCR. SEIZMIC! MATERIAL HANDLING ENGINEERING EST. 19as SPECIAL PRODUCTS CONVEYORS STORAGE RACKS OTHER SERVICES SHELVING SPECIAL PRODUCTS TANK SUPPORTS TALL SUPPORTS SELECTIVE SEISMIC ANALYSIS METAL SHUTTLES MACHINERY HEADER STEEL DRIVE-IN PERMIT AQUISITION METALIWOOD VLM VRC RACK BLDGS ROBOTIC PLATFORMS PUSH BACK EGRESS PLANS MOVABLE CAROUSELS SHEDS PICK NODULES FLOW RACK STATE APPROVALS GONDOLAS FENCING SYSTEMS WORK PLATFORMS ROOF VERIFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAR OFFICES FOOTINGS TITLE 24 CATWALKS MINI -LOAD SYSTEMS Licensed in 50 States Analysis of Storage Racks for Hose Power USA 10025 Porter Road, Suite 400, La Porte, TX Job No. 19-3046 E OF% s SAL E. FATEEN� � 62162 , �Q D,5..9FGISTER�O •��. % 01VA L DECI19 1 2020 JUN 3 0 2020 1130 E. Cypress St * Covina, CA 91724 * (909) 869-0989 �SEIZN11�7 INC 1, MATERIAL HANDLING ENGINEERING EST,1985 u Z. TEL:(909)869-0989 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 2 CALCULATED BY: ang DATE: l 2/ 12/2019 PN: 20191101 6 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being cocoon between adjacent bays. This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary 1. Column 2. Base Plate 3. Anchors 4. Bracing 5. Beam 6. Connector NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET SEVNII� INC a_w - J MATERIAL HANDLING ,ENGINEERING EST. 1985 TEL,(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 4 CALCULATED BY: ang DATE: 12/ 12/2019 PN: 201911016 COMPONENTS AND SPECIFICATIONS Configuration 2: Type 3 HRW 1.7 Analysis per section 2209 of the 2012 IBC Levels: 3 Panels: 5 S. = 0.07 F = 1.6 1= 1 �� = 97 lbs. P„�r , = 6150 lbs. S'' = 0.04 � = 2.4 SDC = A l .,.. . = 145 lbs. P , ., = 525 lbs. 4000 lbs —7 62" 48" 4000 lbs 48" 86" 240" 4000 lbs 48" 86" 48" 32" 9" 108" 42" —� FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 4.3 x 2.5 - .060 (IBX43) 3 Pin 2" cc Connector 3 x 3 - .085 (1U29) Steel = 60 ksi Max Static Cap. = 4922 lb. Stress = 21% Steel = 60000 psi Stress = 83% Stress = 87% (level 1) Max stress = 21% (level 1) HORIZONTAL BRACE Max stress = 83% (level 1) 1.5 x 1 - 0.060 Stress = 4% (panel 1) DIAGONAL BRACE 1.5xI-0.060 Stress = 10%(panel 2 Base Plate Slab & Soil Anchors Steel = 36000 psi Slab = 6" x 2500 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 4 x 4.25 x 0.13 in. 1 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 0 in -lb. Stress = 13% Slab Bending Stress = 20% (S) Pullout Capacity = 3195 lbs. Shear Capacity = 3571 lbs. Anchor stress = 1% Notes: Seizmic Analyzer version 20191204 © Copyright 1991-2020 Seizmic Inc. All rights reserved PROJECT: Hose Power USA SiZMI FOR: WAREHOUSEPRODUCTS_Ker ADDRESS: 10025 Porter Road. La Porte, TX SHEET#: 6 MATERIAL HANDLING, ENGINEERING CALCULATED BY: ang EST. 1965 DATE: 12/ 12/2019 TEL:(909)869-0989 PN: 20191 101 6 1 130 E. CYPRESS ST, COVINA, CA 91724 Loads and Distributions: Type 2 Page 2) W.H. f=V EWH Longitudinal Transverse Level h w "A f w wA f 1 58 2150 124700 13.5 2150 124700 20.3 2 116 2150 249400 27 2150 249400 40.6 3 174 2150 374100 40.5 2150 374100 60.9 4 232 2150 498800 54 2150 498800 81.2 INC MATERIAL HANDLING ENGINEERING EST.1985 TEL:(909)869.0989 l lJUr. UYMLC13 JI, 1-VVIIVA, l,AY1/L4 LRFD Basic Load Combinations: hTe 2 2012 IBC& RMI / ANSI ME 16.1 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 8 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 V ., = 203 lbs M,.,.,, = Ef.,._,. - h, = 35,322 in-lbs R = 0.7 V = 135 lbs ET,.,,, = M,_, / frame depth = 841 lbs R = 1.0 (Uplift-mbinal-, onlp) P = Product Load / 2 = 8,4001bs p = 1 D = Dead Load 0.5 = 200 lbs Spy = .07 L = Live Load = 0 lbs S = Snow Load = 0 lbs R = Rain Load = 0 lbs Lr = Live Roof Load = 0 lbs W = Wind Load = 0 lbs Basic Load Combinations 1. Dead Load = 1.4 D + 1.2 P _ (l .4.200) + (1.2 - 8,400)= 10,3601bs 2. Gravity Load =1.2D+1.4P+1.6L+0.5(L,orSorR) _ (1.2.200) + (1.4.8,400) + (1.6.0) + (0.5.0)= 12,000 lbs 3. Snow/Rain = 1.213 + 0.85P + (0.51, or 0.5W) + 1.6(L, or S or R) _ (1.2.200) + (0.85.8,400) + (0.5.0) + (1.6.0)= 7,380 lbs 4. Wind Load = 1.2D + 0.85P + 0.5L + l .OW + 0.5(L, or S or R) _ (1.2.200) + (0.85.8,400) + (0.5.0) + (1.0.0) + (0.5.0)= 7,380 lbs 5A. Seismic Load (Transverse) _ (1.2 + 0.25„y)D + (1.2 + 0.25,)y)PP + 0.5L + pET,,,,, + 0.2S =(1.2+0.2•.07)•200+(1.2+0.2•.07)-0.7.8,400+0.5.0+1.841+0.2.0=8,222lbs 5B. Seismic Load (Longitudinal) _ (1.2 + 0.2SI,y)D + (1.2 + 0.2Spy)RP + 0.5L + pE,, + 0.25 =(1.2+0.2•.07)•200+(1.2+0.2•.07)•0.7.8,400+0.5.0+ l •0+0.2.0=7,381lbs 6. Wind Uplift = 0.91) + 0.9P.'pp + LOW = 0.9.200 + 0.9.8,400 + 1.0.0 = 180 lbs 7. Seismic Uplift = (0.9 - 0.271,,)D + (0.9 - 0.25 ,)aPaph - pE,,_, _ (0.9 - 0.2 • .07) 200 + (0.9 - 0.2 • .07) -1 -8,400 - 1 •841= 6,778 lbs For a single beam, D = 36 lbs P = 2,100 lbs I = 2621bs 8. Product/Live/hnpact = 1.21) + 1.6L + 0.5(SorR) + I AP + 1.41 (1.2.36)+(1.6.0)+(0.5.0)+(1.4.2,100)+(1.4-262)=3,350lbs ASD Load Combinations for Slab Analysis 1, (1 + 0.1055' y)D + 0.75((1.4 + 0.14Spy)pP + 0.7pE) _ (1 + 0.105 • .07) - 200 + 0.75((1.4 + O.14 - .07) - 0.7.8,400 + 0.7 • I •841)= 6,860 lbs 2. (1 + 0.14S y)D + (0.85 + 0.14S y)pP + 0.7pE = (1 + 0.14 • .07) • 200 + (0.85 + 0.14 • .07) - 0.7.8,400 + 0.7. 1 -841= 5,846 lbs 3. D+P = 200 + 8,400 = 8,600 lbs ' C MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 11JVC.t-IMt" 31,l-U V 11VA, l.A YI/L4 COLUMN ANALYSIS: Type 2 ( Level 1 ) Analyzed per RM . AISI 2012 (LRFD) and the 2012 IBC. PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 10 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Section subject to torsional or flexural -torsion buckling (Section C41.2) K, •L, /R, = 1.7. 56 / 1.256 = 75.78 =1.32/1.118 =28.63 KL/R,_ = 75.78 r,=(t2+V+X,2)1/2 = (1.2562 + 1.1182 +-2.8672)" 2 = 3.324 in. P =1 - (Xo/ro)z = 1 - (-2.867/3.324)2 = 0.256 F., = rt-E / (KL/r),,,, z = 3.14= • 29500 / 75.782 = 50.695 ksi F, =(1 /2l1)((6., +a,)'- (4(1q..,6)),z) _ (1 / (2.0.256)((50.695 + 128.468) - (50.695 + 128.468)2 - (4.0.256.50.695.128.468))12)= 38.465 ksi where: v., =172E / (K,L 1 R,)' = 3.142.29500 / 75.782 = 50.695 ksi a=1/Ao2(GJ+(I72E( ,)/(K,L)z) = l / 0.683 - 3.3242(11300 - 0.001 + (3.142.29500.2.154) / (0.8.32)2)=128.468 ksi F = Min(P„ F.z)=38.465 ksi P, = A, • F X�=(F/FJ"=(60/38.465)12=1.249 Since X. < 1.5: F = (0.658^(X�2)) • F, = 31.233 Titus: P = 16500 lbs F =14025 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-2) 3 x 3 - .068 SECTION PROPERTIES Depth 3 in. Width 3 in. t 0.068 in. Radius 0.068 in. Area 0.683 in.'- AreaNet 0.559 in.' 1, 1.078 in.4 S 0.719 in.' Sa N , 0.598 in.' R, 1.256 in. 1, 0.854 in.' S, 0.496 in.' R, 1.118 in. J 0,001 in.^ C11 2.154 in.` J, 3.123 in. X -2.867 in. K 1.7 L, 56 in. K3. 1 L . 32 in. K, 0.8 F, 60 ksi F 70 ksi Q 0.9 G 11300 ksi E 29500 ksi C 0.85 C 1 C, 1 C,,. 1 Phil, 0.9 Phi 0.85 (�SEIZMI�? MATERIAL HA\NDL`ING:ENGINEERING EST. 1985 TEL:(909)869-0989 I IJV.. L. I'IC 0 J 1, V V V I" H' l A Y I lLY BEAM ANALYSIS Type 2 Determine allowable bending moment per AISI PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 12 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Check compression flange for local buckling (B2.1) Effective width w = C - 2t - 2r = 1.75 - (2 • 0.061) - (2 • 0.15) = 1.33 in. w/t = 1.328 10.061 = 21.81 2, _ (1.052 / k1/2) • (w/t) • (F,, l E)112 _ (1.052 l 2) • 21.81 • (60 / 29500)1/2 = 0.52 <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) f (comp) = F, - (yj l y) = 60 * 2.03 12.24 = 54.35 ksi fz(tension) = F, - (y1 l y) = 60 * 1.85 12.24 = 49.58 ksi T _ - (f, If) _-(49.58 154.35) _ -0.91 W Buckling coefficient k = 4 + 2 • (1 - T)3 + 2 • (1 - `I') =4+2(1--0.91)3+2(1--0.91) = 21.81 Flat Depth w = y 1 + y3 = I.85 + 2.03 = 3.878 4.3 x 2.5 - .060 Top flange width C = 1.75 in. w/t = 3.878/0.061 = 63.68 w/t < 200: OK Bottom width B = 2.5 in. X _ (1.052 l k1/2) • (w/t) - (f, l E)1/2 = (1.052 12) • 63.681 .(54.35 / 29500)1/2 = Web depth A = 4.3 in. 0.62 Beam thickness t = 0.061 in. Radius r= 0.15 in. bl=w•(3-`P) = 4•(3--0.91) = 15.17 Fy= 60 b2 = w/2 =1.94 Fu = 65 Y1 = 1.85 b 1 + b2 = 15.17 + 15.17 = 17.11 Web is fully effective Y2 = 2.24 Determine effect of cold working on steel yield point (FYA) per section A7.2 Y3 = 2.03 Ycg = 2.06 Corner cross -sectional area Le = (II / 2) - (r + t / 2) Ix = 1.87 _ (n / 2) • (0.15 + 0.06112) = 0.283 Sx = 0.83 Lr = effective width = 1.328 E = 29500 FBeam F = 300 C = 2 - L, l Lr+ 2 • L, = 2 • 0.283 11.328 + 2 • L,. = 0.2991 Beam Length L = 108 in = 0.192 - (1, / F) - 0.068 = 0.192 • (65 l 60) - 0.068 = 0.14 B�=3.69•(F„lF)-0.819•(FlF,)'--1.79 = 3.69 • (65 / 60) - 0.819 • (65 / 60)2 - 1.79 = 1.25 Fu/Fy = 65 160 = 1 < 1.2 r/t = 0.15 10.061 = 2.463 <= 7 = OK FI, = B, - F, l (r l t), = 1.25 • 60 / (2.463)' = 66 F,p_,op = C F,, + (l - C) • F,, = 0.299 • 66 + (1 - 0,299) • 60 = 62 FIB- pr • 1 �� / (A - )��) = 62 • 2.06 1 (4.3 - 2.06) = 57 PROJECT: Hose Power USA (��{�� FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 14 MATERIAL HANDLING,ENGINEERING CALCULATED BY: ang EST. 1985 DATE: 12/ 12/2019 TEL:(909)869-0989 PN: 20191101 6 1130 E. CYPRESS ST, COVINA, CA 91724 Allowable and Actual Bending Moment at Each Level Al =id/'12 / 8 Al =W • 12/ 8 Al =M Al .vatic all—jfalir, al/mvslnOe sersnric cone rllo.•seisrnie =S • F x b Level M. Alf Result slmte allmrslalie seismic aflmrseismic 1 28,998 33,223 3,532 33,223 Pass 2 28,998 33,223 2,780 33,223 Pass 3 28,998 33,223 2,385 33,223 Pass 4 28,998 33,223 2,186 33,223 Pass SE1ZM1C`1 . _T J _ IN MATERIAL HANDLING (ENGINEERING EST. 1955 TEL(909)869-0989 11SU h. CY Mtbi . 51, CVVINA, CA 91/Z4 BRACE ANALYSIS Type 2 ane12� Analyzed per RML AISI 2012 (LRFD) and the 2012 IBC. PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 16 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Section subject to torsional or flexural -torsion buckling (Section C4.1.2) K,1,/R, =0 55/0.59 =93.22 K, -L, /I2, = 1 55 / 0.372 = 147.73 KL/R1119, = 147.73 r=(r2+rr 2+X2)IR = (0.592 + 0.3721 +-0.9092)1/2 = 1.146 in. R = i - (Xo/ro)2 = 1 - (-0.909/1.146)1= 0.371 F, =172E / (KL/r),_, 2 = 3.141- 29500 / 147.731= 13.341 ksi F2 =(1 /20)((6t +a)'- Mac, ad) 9 _ (1 / (2.0.371)((33.504 + 17.571) - (33.504 + 17,571)2 - (4.0.371 •33.504. 17.571))112)= 12.696 ksi where: 6, =172E / (K L / r]� )2 = 3.142.29500•/�93.222 = 33.504 ksi a, =1 /Ar2(GJ+(I72EQ/(K,L,)2) = 1 / 0.232.1.1462(11300.0 + (3.142 - 29500 - 0.02) / (0.8.55)1) = 17.571 ksi F = Min(F„ F,)=12.696 ksi P, =A,-1 = (F /F)12= (36 / 12.696)1/2 = 1.684 Since X. >= 1.5: F = (0.877 / X�z) • F = 11.134 Thus: P = 2578 lbs P = 2191 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.14) (Eq C4.1-3) 1.5x1-0.060 SECTION PROPERTIES Depth 1.5 in. Width 1 in. t 0.061 in. Radius 0.091 in. Area 0.232 in.2 AreaNet 0.232 in.2 1, 0.081 in.' S 0.108 in.' Sx Net 0.108 in.' R 0.59 in. I 0.032 in.' S,. 0.054 in.' R,. 0.372 in. J 0 in.' C, 0.02 in.' J, 1.078 in. X -0.909 in. K, 0 1-, 55 in. K,. I L 55 in. K, 0.8 F,. 36 ksi F. 42 ksi Q I G 11300 ksi E 29500 ksi Cm 0.85 C 1 C1, 1 Ci1 1 Phil, 0.9 Phi [770.85 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 18 CALCULATED BY: ang DATE: 12/ 12/2019 PN: 20191101 6 I I.SVt L Y I -Kt" JI, I..VV INA, I:A VI IZ4 POST -INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 Ty ee22 Assumed cracked concrete application Anchor Type ICC Report Number Slab Thickness (h) Min. Slab Thickness (h) Concrete Strength (f ) Diameter (d) Nominal Embedment Effective Embedment (h.) Number of Anchors (n) e'N e' V From ICC ESR Report 1/2" dia, 3.25" hef, 6" min. slab ESR-1917 1.5 h, = 4.875 in. = 6 in. C, = 12 useC,, ,d, = 4.875 in. = 6 in. C,, = 12 useC,,,) = 4.875 in. = 2500 ksi = 0.5 in. 3 h, = 9.75 in. = 3.625 in. = Hef S, = 0 in. Use S ,,j = 0 in. = 1 S, = 0 in. Use S,,,, = 0 in. =0 =0 A« = 0.101 sq.in. Awe f = 106000 psi 1.5hef S-1 = 2.375 in. s Cat + + C„ = 2.375 in. V Cal ha : l 1 N = 4915 in. rut 1.5Cal sl 1.5cal Tension Capacity = 3195 lbs Shear Capacity = 3571 lbs 0961 — Adj. Strength 1 3195 lbs 1 3571 lbs _ SEMZMI�' r MATERIAL HANDLING "ENGINEERING EST. 1985 TEL(909)369-0999 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 20 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 1 1-w L' 1. T rnn3a J 1, 1 V v L1VA, l lk Yl /L4 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 Type 2 Steel Strength �V„ V, 5,495 / Anchor -- per report 0 = 0.65 OV,, = on • Vx,, = 0.65. 1- 5,495 = 3,5721bs Concrete Breakout Strength �V,, � = 0.7 A, _ (1.5Ca, + S, + 1.5C�)h, = 216 sq.in. A,_ = 3C,,h� = 216 sq.in. Check if A « >= A, A /A"«, = 1 'p-, = 1 y," = 0.9 T,,, = 1 Th = 1.732 d = 0.5 in. L = 1 in. k =1 The smaller of 7(L, / d„)°'(d,)I5�.'(f)°Ica t I and 9k(f )0Ica11.5 = 11,8181bs OVA,, = $(Av /Av,o)(`Y� ,,)(` ,d,v)( Yc,,)(`Y,,,v)(V,) 0.7•(216/216)•1.0.9.1-1,732-11,818 = 12,8951bs Pryout Strength OV,,,, 0= 0.7 K =2 N,r' = 4,980 lbs oVo, = oK�N,,, = 0.7. 2.4,980 = 6,972 lbs Steel Strength (OV,.) = 3,572 lbs Embedment Strength - Concrete Breakout Strength (OV,j = 12,895 lbs Embedment Strength - Pryout Strength (OV,,,) = 6,972 lbs 17.5.1 17.3.3. Condition a ii 17.5.1.2a 17.5.2 17.3.3 ci-B 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 d 17.5.2.2 a, 17.5.2.2 b 17.5.2.1 17.5.3 17.3.3 Ci-B 17.5.3.1 SE1ZM1�? IN�P MATERIAL HANDLING ENGINEERING EST. 1985 'I'EL:(909)869-0989 I IJV Base Plate Analysis: Tie 2 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 22 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are used in determining Mb: 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. V_, • h/2 (fall fixity) Mb is the smallest value obtained from these three criteria. F, = 36000 psi P, = 7500 lbs M,,_ = 0 in-lbs P/A = P_,/(D • B) = 7500 / (4.25.4) = 441 psi f,=M„ /(D-B2/6)=0/(4.25.42 6)=0psi fe,=fh•(2'b,/B)=0•(2.0.5/4)=0psi f,,=fn-f,,,=0-0=0Psi M,,=wb,2/2=(b,-/2)-(f +f,,,+0.67'fb,) = (0.52 / 2) - (441 + 0 + 0.67 ' 0) = 55.15 in-lbs S,,,- = (B t') / 6 = 0.01sq.in. F,,_ = 0.75 F, = 27,000 psi f, / F,, = Me / (SBA,. • F,,_) = 55.15 / (0.01 -27,000) = 0.18 Plate width B = 4 in. Plate depth D = 4.25 in. Plate thickness t = 0.13 in. Column width b = 3 in. Column depth d = 3 in. bl = 0.5 in. rs 21 tb 11 SEIMIC _ IN MATERIAL HANDLING' ENGINEERING EST. 1985 TEL:(909)369-0939 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 24 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 SLAB AND SOIL ANALYSIS (LRFD) P r = Gravity —Load (see Basic Load Combinations) = 12,000 lbs f, = 7.5 (f)"l = 375 psi Base Plate Width B 4 in. d req'd = (P n /(0 -1.72 - ((K, • r, / e) • 101 + 3.6) . f,))'n = 2.798 in. Depth W 4.25 in. b = (e,, d,req'd3 / (12 - (1 - µ2) - ks))"' = 18.061 in. b,req'd = 1.5 b = 27 in. P = 1.72[(k, • r, / e) • 10, + 3.6] • f, • t' = 91,990 lbs Frame P = 0 - P, = 55,194 lbs Frame depth d 42 in. Pny I = 0.22 SLAB AND SOEL ANALYSIS (ASD Concrete P = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) Thickness t 6 in. = 8,600 lbs fc 2,500 psi f = 7.5 • (f)"' = 375 psi � 0.6 S2 3 P = 1.72[(k, - r, / e) -104 + 3.6] • f, • tl = 91,990 lbs 1 d req'd = (P,� /(0.1.72 - ((K, - r, / e) • 10' + 3.6) - f,))" I = 2.798 in. k, 50 b = (e, d,req'd, / (12 • (1 - µ2) • k))"' = 18.061 in. r, 2.06 b,req'd = 1.5 b = 27 in. e. 2,850,000 P = P„ / Q = 30,663 lbs P �� /P = 0.28 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkwy BUILDING PERMIT APPLICATION Fax: 281.470.5005 La Porte TX 77571 permits@laportetx.gov Applicant Name: Project Address: Site Plan No. if applicable: Bridgestone Hosepower 10025 Porter Rd, Suite 400, La Porte, TX 77571 HCAD Parcel No. (s): (1) 129-636-000-0003 (2) (3) RES C1 UNDERWOOD BUSINESS PARK Property Owner: Mailing Address: E-Mail: Phone: HRUS Underwood Land LLC 1100 Louisiana St., Suite 2250, Houston, Tx 77002 mike.jackson@hines.com 713-759-9923 Contractor: Mailing Address: E-Mail: Phone: Corvus Construction 4309 Way Out West Dr., Houston, TX 77092 hdavidson@corvusconstruction.com 713-699-3100 Architect: Mailing Address: E-Mail: Phone: n/a Engineer: Mailing Address: E-Mail: Phone: Active Industrial Fire Protection, LLC 13100 Wortham Center Dr, 3rd Floor, Houston, TX 77065 david@aifpllc.com 713-491-6539 Contact Person: Mailing Address: E-Mail: Phone: Heather Davidson 4309 Way Out West Dr, Houston, TX 77092 hdavidson@corvusconstruction.com 713-540-7215 Project Description: Business/ Project Name: New Electrical Service & High Piled Storage Bridgestone Hosepower Building Use: No. of Stories: Living Sq. Ft. Garage Sq. Ft. Porch Sq. Ft. Other Sq. Ft. Total Sq. Ft. Industrial 1 30,462 sf SELECT ALL THAT APPLY: I*RESIDENTIAL 'DOES NOT REQUIRE VALUATION COMMERCIAL VALUATION REQUIRED$ $41,500.00 ❑ NEW ❑ ADDITION ❑ REMODEL ❑ CULVERTS ❑ FOUNDATION ❑ IRRIGATION ❑ SIGN ❑ OTHER ❑ FENCE ❑ POOL ❑ DRIVEWAY DESCRIBE WORK: Install new 200amp electrical service for Bridgestone Hosepower and lighting for high piled storage. 1. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION: ❑ RESIDENTIAL PROJECT: SUBMIT (2) COMPLETE SETS TO SCALE (HARD COPIES) OF CONTRUCTION PLANS FOR REVIEW. 0 COMMERCIAL PROJECT REQUIRES: 1. (2) COMPLETE SETS (HARD COPIES) OF CONTRUCTION PLANS AND SITE PLAN FOR REVIEW. 2. CD/ USB IN PDF 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 SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF INSPECTI G QA VERIFY-ING INFO ATION PROVIDED IN THIS APPLICATION & THE PLANS SUBMITTED THEREWITH. / l q SIGNATURE OF APPLICA�T:/� NAME: HeatherDa�idson DATE: 122� 19 STAFF USE ONLY: TAXES: CODE ENFOCEMENT: FLOOD ZONE: TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: USE ZONE: BASE PERMIT FEE PERMIT FEE PLAN REVIEW FEE DRIVEWAY TIE-IN FEE PARKLAND 8 ZONE FEE OTHER FEE NEW WATER ACCOUNT SET-UP REQUIRED FOR THIS PROJECT: YES NO HLRMI I ANNLICA I IUN REGEIVEU BY: UA I E: PERMIT NO. APPROVED FOR PERMIT ISSUANCE BY: DATE: City of La Porte 604 W. Fairmont Pkwy La Porte, TX 77571 Planning & Development ZONING PERMIT APPLICATION Phone: 281-470-5073 Fax: 281-470-5005 www.laportetx.gov PROJECT INFORMATION: DATE OF SUBMITTAL 12/27/19 PROJECT ADDRESS: 10025 Porter Rd, Suite 400, La Porte, TX 77571 PROPERTY OWNER: HRUS Underwood Land LLC HCAD PARCEL NO. (13-DIGIT TAX ID): 129-636-000-0003 PROPERTY LEGAL DESCRIPTION: RES C1 UNDERWOOD BUSINESS PARK PROPOSED BUSINESS NAME: Bridgestone Hosepower LAST USE OF BUILDING: vacant spec office and warehouse storage DATE USE CEASED: PROPOSED USE OF BUILDING: office & warehouse storage CHECK ALL THAT APPLY: OWNERSHIP OF PROPERTY -NAME CHANGE ❑ OWNERSHIP OF BUSINESS -NAME ❑ ❑CHANGE CHANGE IN USE OF PROPERTY 7 CHANGE OF TENANT- NEW TENANT NEW COMMERCIAL CONSTRUCTION ❑ REAL ESTATE PURPOSE ONLY. THE PROPERTY OWNER REQUESTS ELECTRICALTO BE TURNED ON FOR CLEANING/ VIEWING PURPOSES ONLY. FVI POWER COMPANY REQUIRES CLEARANCEFROM THE CITY OF LA PORTE DUE TO NO CURRENT OCCUPANCY/ PERMIT. BUSINESS OWNER INFORMATION: BUSINESS OWNER'S NAME: Joseph Tooley E-MAIL: please email Heather Davidson see below PHONE 1: 904-264-1267 PHONE 2: FAX: MAILING ADDRESS OF BUSINESS OWNER: CONTACT INFORMATION: CONTACT NAME: Heather Davidson CONTACT TITLE: Project Manager- Corvus Construction (GC) PHONE: 713-699-3100 E-MAIL: hdavidson@corvusconstruction.com APPLICATION CHECK LIST AND SUPPORTING DOCUMENTATIONS (Check applicable boxes): F71COMPLETE ALL (2) PAGES OF APPLICATION. PROVIDE ANSWER TO ALL QUESTIONS. ❑FURNISH COPY OF TEXAS SALE & USE TAX CERTIFICATE. NOTE TO APPLICANT: NOT A VALID PERMIT UNTI BUSINESS OWNER IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. AUTHORIZED SIGNATURE 6� AUTHORIZED PRINTED NAME: I�G ! 1 's (.�(�4� f S� Ll AUTHORIZED SIGNATU4 STAFF USE ONLY: ZONING DISTRICT: FLOOD ZONE: TAXES: CE: NAICS NO. OF PROPOSED USE: ADD TABC/CSO COMMENT FOR RESTAURANT / BAR? ❑ YES ❑ N/A APPLICATION IS: ❑ APPROVED ❑ DENIED NON- CONFORMING ISSUES: ❑ YES ❑ NO DIRECTOR'S SIGNATURE: DATE: COMMENT: APPROVED BY: DATE: PERMIT NUMBER: PG. 1 of 2 City of La Porte Planning & Development Phone: 281-470-5073 604 W. Fairmont Pkwy. ZONING QUESTIONNAIRE Fax: 281-470-5005 La Porte, TX 77571 www.laportetx.gov PROJECT ADDRESS: 10025 Porter Rd, Suite 400, LaPorte, TX 77571 1. DETAILED DESCRIPTION OF OPERATION/S TO BE PERFORMED AT THIS FACILITY: Distribution of hoses and parts for oil and gas industry. 2. NUMBER OF EMPLOYEES PER BUILDING (IF APPLICABLE): 12 3. WILL TRACTOR TRAILERS BE INVOLVED IN ANYWAY FOR YOUR PROPOSED OPERATIONS? RYES ZNO IF YES, DESCRIBE 4. WHATTYPE OF MATERIALS AND PROCESSES WILL BE USED IN YOUR BUSINESS OPERATIONS? MATERIALS: metal hoses, fittings, rubber hoses. PROCESSES: cutting of materials 5. WHATTYPES OF EQUIPMENT WILL BE UTILIZED IN YOUR BUSINESS OPERATIONS? EQUIPMENT: small hand tools 6. WILL OUTSIDE STORAGE BE UTILIZED IN YOUR BUSINESS OPERATIONS? [-]YES ZNO *IF YES, DESCRIBE WHAT WILL BE STORED OUTSIDE, WHERE IT WILL BE STORED AND PROVIDE PHOTOGRAPHS. 7. MANUFACTURING DISTRIBUTING RETAIL OPERATIONS DESCRIBE: Distribuition of hose parts and fittings. 8. WHO IS YOUR CUSTOMER BASE? Oil & Gas Industry 9. DESCRIPTION AND QUANTITIES OF MATERIALS TO BE STORED INSIDE BUILDING Approximately, 15K sq ft of warehouse storage of commodities consisting of metal hose parts and fittings as well as rubber hoses and raw materials 10. PROVIDE A LIST AND QUANTITY OF ALL 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 MAY BE SUBJECT TO COMPLETING A HAZARDOUS MATERIAL MANAGEMENT PLAN (HMIS). PLEASE CONTACT THE FIRE MARSHAL'S OFFICE AT 281471-3607 FOR INFORMATION AND ADDITIONAL FORMS. INSIDE: N/A OUTSIDE: N/A 11. IS YOUR BUSINESS CURRENTLY OPERATING IN LA PORTE AT A DIFFERENT ADDRESS? [-]YES r'-7]N0 IF YES, PROVIDE ADDRESS: 12. PROVIDE YOUR COMPANY'S CODE (IF KNOWN): NAICS CODE: 13. HAVE YOU RECENTLY PURCHASED THIS PROPERTY?❑YES ZNO IF YES, PROVIDE A COPY OF YOUR DEED AND PROPERTY SURVEY. 14. ARE YOU CURRENTLY LEASING THIS PROPERTY? -]YES ❑NO 15. WHO'S NAME IS THE WATER ACCOUNT CURRENTLY IN? HRUS Underwood Land LLC WHO'S NAME WILL THE WATER ACCOUNT BE TRANSFERRED INTO? Bridgestone Hosepower PG. 2 of 2 HAL`°�LA PORTE � "° a FIRE MARSHAL'S in L L OFFICE "PLAN REVIEW" Submittal 11 Date 02/05/2020 Business Name Bridgestone Hosepower Address 10025 Porter Road, Suite 400 Type of Review High Pile / Rack Plans Contractor Corvus Reviewed by Clif Meekins, Fire Marshal City Permit # 19-2406 A royal assed The Applicant shall be responsible to ensure the design speclficahons and plans are complete and in compliance win the requirements set form in the ae w Intemational 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" 1) 2015 IFC, Section 310.3 "No Smoking" signs — Smoking shall be prohibited. "No Smoking" signs shall be conspicuously placed throughout the warehouse space. 2) 2015 IFC, Section 1008 Means of Egress Illumination — Due to the height of the racks, additional Exit/Emergency lights may need to be installed to remain in compliance with the 2015 International Fire Code. This will be reviewed during the final FMO inspection 3) 2015 IFC, Section 3205.4 Aisle maintenance — When restocking is not being conducted, aisles shall be kept clear of storage, waste material and debris. 4) 2015 IFC, Section 3206.9 Aisles — Fire department access doors, aisles and exit doors shall not be obstructed at any time. 5) 2015 IFC, Section 906.3 —Fire Extinguishers shall be mounted at all exit doors as well as every 75' of travel from the exit doors including all floors prior to the Fire Marshal's final inspection. Refer to 2015 IFC, Sec 906.3, Size and distribution, to determine the actual Fire Extinguishers size/typ)r.jo n will be required. 6) Building will require a "Final" inspection by the Fire Marshal's Office p mou'ling any furniture, tenants and/or personnel into building. ('q 125 South 3rdStreet, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 Review Plan -Check Comments B ridgesto ne-Hosepower 10025 Porter Rd Ste 400 LaPorte, TX Permit# 19-2406 Fire marshal comments 1. Plans must be sealed by a design professional a. Response: Please see corrected pages with engineer's seal 2. Cohesion of Plans a. Response: Please see the newly included cover page 3. Rack and High -Piled Storage Plans a. Response: Please see the newly included cover page 'THIS PLAN RRVIKW MUSr ag aN'rlla.lanSITR WITH TIM ArrKv'%. -I- - "' -•- I ) All supporting documcots must contain a Seal and o wet signature from a Design Pmfesslonal / Engineer. ' a. The submitted plans from AIFP contains na Engineer Scat acid wcl signntum. 7) This sa of plans contains document,,' flom three differcto Companies I Design %� atible covering diffete tt aspects urthejob with no coordination that all of them aspectsP and meet the 2015 International Fire Code and all applicable referenced NFI'A Standards. a. Ono Design Professionnl ! Engineer shall clearly state that all aspects meet the 2015 International Fire Code and all applicable referenced NFPA Standards (i.e. Cgress Lights, Emergency Lights, Rack Cottsrmetion, Fire Protection) 4) Racks and High -Piled Stomgc plan shall comply with the 2015 International Fite Codc and all applicable referenced. NITA Standads. a. Although thesee several mfcrcnces to the Fire Code, the tan was desie is no gned ire Code to. Fire ar Analysis section shown on the plan showing what code the plan gn ECEIVED j JAN 2 8 2020 BY: 13100 IWortham Center Dr, 3rd I Floor, Houston, TX 77065 I WWw.highpiIidpermits.com 7j 3 :w.49 V. 6 5 3 911 Idavid@5ifpllc.com You're Premier Expert on Industrial Warehouse Occupancies Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. City of La Porte Planning & Development Phone: 281.470.5073 604 W. Fairmont Pkwy BUILDING PERMIT APPLICATION Fax: 281.470.5005 La Porte TX 77571 permits@laportetx.gov Applicant Name: Project Address: Site Plan No. if applicable: Bridgestone Hosepower 10025 Porter Rd, Suite 400, La Porte, TX 77571 HCAD Parcel No. (s): (1) 129-636-000-0003 (2) (3) RES C1 UNDERWOOD BUSINESS PARK Property Owner: Mailing Address: E-Mail: Phone: HRUS Underwood Land LLC 1100 Louisiana St., Suite 2250, Houston, Tx 77002 mike.jackson@hines.com 713-759-9923 Contractor: Mailing Address: E-Mail: Phone: Corvus Construction 4309 Way Out West Dr., Houston, TX 77092 hdavidson@corvusconstruction.com 713-699-3100 Architect: Mailing Address: E-Mail: Phone: n/a Engineer: Mailing Address: E-Mail: Phone: Active Industrial Fire Protection, LLC 13100 Wortham Center Dr, 3rd Floor, Houston, TX 77065 david@aifpllc.com 713-491-6539 Contact Person: Mailing Address: E-Mail: Phone: Heather Davidson 4309 Way Out West Dr, Houston, TX 77092 hdavidson@corvusconstruction.com 713-540-7215 Project Description: Business/ Project Name: New Electrical Service & High Piled Storage Bridgestone Hosepower Building Use: No. of Stories: Living Sq. Ft. Garage Sq. Ft. Porch Sq. Ft. Other Sq. Ft. Total Sq. Ft. Industrial 1 30,462 sf SELECT ALL THAT APPLY: I*RESIDENTIAL 'DOES NOT REQUIRE VALUATION COMMERCIAL VALUATION REQUIRED$ $41,500.00 ❑ NEW ❑ ADDITION ❑ REMODEL ❑ CULVERTS ❑ FOUNDATION ❑ IRRIGATION ❑ SIGN ❑ OTHER ❑ FENCE ❑ POOL ❑ DRIVEWAY DESCRIBE WORK: Install new 200amp electrical service for Bridgestone Hosepower and lighting for high piled storage. 1. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION: ❑ RESIDENTIAL PROJECT: SUBMIT (2) COMPLETE SETS TO SCALE (HARD COPIES) OF CONTRUCTION PLANS FOR REVIEW. 0 COMMERCIAL PROJECT REQUIRES: 1. (2) COMPLETE SETS (HARD COPIES) OF CONTRUCTION PLANS AND SITE PLAN FOR REVIEW. 2. CD/ USB IN PDF 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 SUBMITTAL, I AGREE TO ALLOW EMPLOYEES OF THE CITY OF LA PORTE TO ACCESS MY PROPERTY FOR THE PURPOSE OF INSPECTI G QA VERIFY-ING INFO ATION PROVIDED IN THIS APPLICATION & THE PLANS SUBMITTED THEREWITH. / l q SIGNATURE OF APPLICA�T:/� NAME: HeatherDa�idson DATE: 122� 1g STAFF USE ONLY: TAXES: CODE ENFOCEMENT: FLOOD ZONE: TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: USE ZONE: BASE PERMIT FEE PERMIT FEE PLAN REVIEW FEE DRIVEWAY TIE-IN FEE PARKLAND 8 ZONE FEE OTHER FEE NEW WATER ACCOUNT SET-UP REQUIRED FOR THIS PROJECT: YES NO HLRMI I ANNLICA I IUN REGEIVEU BY: UA I E: PERMIT NO. APPROVED FOR PERMIT ISSUANCE BY: DATE: City of La Porte 604 W. Fairmont Pkwy La Porte, TX 77571 Planning & Development ZONING PERMIT APPLICATION Phone: 281-470-5073 Fax: 281-470-5005 www.laportetx.gov PROJECT INFORMATION: DATE OF SUBMITTAL 12/27/19 PROJECT ADDRESS: 10025 Porter Rd, Suite 400, La Porte, TX 77571 PROPERTY OWNER: HRUS Underwood Land LLC HCAD PARCEL NO. (13-DIGIT TAX ID): 129-636-000-0003 PROPERTY LEGAL DESCRIPTION: RES C1 UNDERWOOD BUSINESS PARK PROPOSED BUSINESS NAME: Bridgestone Hosepower LAST USE OF BUILDING: vacant spec office and warehouse storage DATE USE CEASED: PROPOSED USE OF BUILDING: office & warehouse storage CHECK ALL THAT APPLY: OWNERSHIP OF PROPERTY -NAME CHANGE ❑ OWNERSHIP OF BUSINESS -NAME ❑ ❑CHANGE CHANGE IN USE OF PROPERTY 7 CHANGE OF TENANT- NEW TENANT NEW COMMERCIAL CONSTRUCTION ❑ REAL ESTATE PURPOSE ONLY. THE PROPERTY OWNER REQUESTS ELECTRICALTO BE TURNED ON FOR CLEANING/ VIEWING PURPOSES ONLY. FVI POWER COMPANY REQUIRES CLEARANCEFROM THE CITY OF LA PORTE DUE TO NO CURRENT OCCUPANCY/ PERMIT. BUSINESS OWNER INFORMATION: BUSINESS OWNER'S NAME: Joseph Tooley E-MAIL: please email Heather Davidson see below PHONE 1: 904-264-1267 PHONE 2: FAX: MAILING ADDRESS OF BUSINESS OWNER: CONTACT INFORMATION: CONTACT NAME: Heather Davidson CONTACT TITLE: Project Manager- Corvus Construction (GC) PHONE: 713-699-3100 E-MAIL: hdavidson@corvusconstruction.com APPLICATION CHECK LIST AND SUPPORTING DOCUMENTATIONS (Check applicable boxes): F71COMPLETE ALL (2) PAGES OF APPLICATION. PROVIDE ANSWER TO ALL QUESTIONS. ❑FURNISH COPY OF TEXAS SALE & USE TAX CERTIFICATE. NOTE TO APPLICANT: NOT A VALID PERMIT UNTI BUSINESS OWNER IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL. AUTHORIZED SIGNATURE 6� AUTHORIZED PRINTED NAME: I�G ! 1 's (.�(�4� f S� Ll AUTHORIZED SIGNATU4 STAFF USE ONLY: ZONING DISTRICT: FLOOD ZONE: TAXES: CE: NAICS NO. OF PROPOSED USE: ADD TABC/CSO COMMENT FOR RESTAURANT / BAR? ❑ YES ❑ N/A APPLICATION IS: ❑ APPROVED ❑ DENIED NON- CONFORMING ISSUES: ❑ YES ❑ NO DIRECTOR'S SIGNATURE: DATE: COMMENT: APPROVED BY: DATE: PERMIT NUMBER: PG. 1 of 2 City of La Porte Planning & Development Phone: 281-470-5073 604 W. Fairmont Pkwy. ZONING QUESTIONNAIRE Fax: 281-470-5005 La Porte, TX 77571 www.laportetx.gov PROJECT ADDRESS: 10025 Porter Rd, Suite 400, LaPorte, TX 77571 1. DETAILED DESCRIPTION OF OPERATION/S TO BE PERFORMED AT THIS FACILITY: Distribution of hoses and parts for oil and gas industry. 2. NUMBER OF EMPLOYEES PER BUILDING (IF APPLICABLE): 12 3. WILL TRACTOR TRAILERS BE INVOLVED IN ANYWAY FOR YOUR PROPOSED OPERATIONS? RYES ZNO IF YES, DESCRIBE 4. WHATTYPE OF MATERIALS AND PROCESSES WILL BE USED IN YOUR BUSINESS OPERATIONS? MATERIALS: metal hoses, fittings, rubber hoses. PROCESSES: cutting of materials 5. WHATTYPES OF EQUIPMENT WILL BE UTILIZED IN YOUR BUSINESS OPERATIONS? EQUIPMENT: small hand tools 6. WILL OUTSIDE STORAGE BE UTILIZED IN YOUR BUSINESS OPERATIONS? [-]YES ZNO *IF YES, DESCRIBE WHAT WILL BE STORED OUTSIDE, WHERE IT WILL BE STORED AND PROVIDE PHOTOGRAPHS. 7. MANUFACTURING DISTRIBUTING RETAIL OPERATIONS DESCRIBE: Distribuition of hose parts and fittings. 8. WHO IS YOUR CUSTOMER BASE? Oil & Gas Industry 9. DESCRIPTION AND QUANTITIES OF MATERIALS TO BE STORED INSIDE BUILDING Approximately, 15K sq ft of warehouse storage of commodities consisting of metal hose parts and fittings as well as rubber hoses and raw materials 10. PROVIDE A LIST AND QUANTITY OF ALL 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 MAY BE SUBJECT TO COMPLETING A HAZARDOUS MATERIAL MANAGEMENT PLAN (HMIS). PLEASE CONTACT THE FIRE MARSHAL'S OFFICE AT 281471-3607 FOR INFORMATION AND ADDITIONAL FORMS. INSIDE: N/A OUTSIDE: N/A 11. IS YOUR BUSINESS CURRENTLY OPERATING IN LA PORTE AT A DIFFERENT ADDRESS? [-]YES r'-7]N0 IF YES, PROVIDE ADDRESS: 12. PROVIDE YOUR COMPANY'S CODE (IF KNOWN): NAICS CODE: 13. HAVE YOU RECENTLY PURCHASED THIS PROPERTY?❑YES ZNO IF YES, PROVIDE A COPY OF YOUR DEED AND PROPERTY SURVEY. 14. ARE YOU CURRENTLY LEASING THIS PROPERTY? nYES ❑NO 15. WHO'S NAME IS THE WATER ACCOUNT CURRENTLY IN? HRUS Underwood Land LLC WHO'S NAME WILL THE WATER ACCOUNT BE TRANSFERRED INTO? Bridgestone Hosepower PG. 2 of 2 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. MATERIAL HANDLING ENGINEERING TEST. 19as SPECIAL PRODUCTS CONVEYORS STORAGE RACKS OTHER SERVICES SHELVING SPECIAL PRODUCTS TANK SUPPORTS TALL SUPPORTS SELECTIVE SEISMIC ANALYSIS METAL SHUTTLES MACHINERY HEADER STEEL DRIVE-IN PERMIT AQUISITION METALIWOOD VLM VRC RACK BLDGS ROBOTIC PLATFORMS PUSH BACK EGRESS PLANS MOVABLE CAROUSELS SHEDS PICK NODULES FLOW RACK STATE APPROVALS GONDOLAS FENCING SYSTEMS WORK PLATFORMS ROOF VERIFICATION CANTILEVER PRODUCT TESTING LOCKERS MODULAR OFFICES FOOTINGS TITLE 24 CATWALKS MINI -LOAD SYSTEMS Licensed in 50 States Analysis of Storage Racks for Hose Power USA 10025 Porter Road, Suite 400, La Porte, TX Job No. 19-3046 E OF% s * I SAL E. FATEEN * �� 62162 , �Q D,�..9FGISTER�O •��. % �0NA L MC19 I1 2020 JUN 3 0 2020 1130 E. Cypress St * Covina, CA 91724 * (909) 869-0989 �SEIZN11�7 INC 1, MATERIAL HANDLING ENGINEERING EST,1985 u Z. TEL:(909)869-0989 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 2 CALCULATED BY: ang DATE: l 2/ 12/2019 PN: 20191101 6 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being cocoon between adjacent bays. This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary 1. Column 2. Base Plate 3. Anchors 4. Bracing 5. Beam 6. Connector NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET SEVNII� INC a_w - J MATERIAL HANDLING ,ENGINEERING EST. 1985 TEL,(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 4 CALCULATED BY: ang DATE: 12/ 12/2019 PN: 201911016 COMPONENTS AND SPECIFICATIONS Configuration 2: Type 3 HRW 1.7 Analysis per section 2209 of the 2012 IBC Levels: 3 Panels: 5 S. = 0.07 F = 1.6 1= 1 �� = 97 lbs. P„�r , = 6150 lbs. S'' = 0.04 � = 2.4 SDC = A l .,.. . = 145 lbs. P , ., = 525 lbs. 4000 lbs —7 62" 48" 4000 lbs 48" 86" 240" 4000 lbs 48" 86" 48" 32" 9" 108" 42" —� FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 4.3 x 2.5 - .060 (IBX43) 3 Pin 2" cc Connector 3 x 3 - .085 (1U29) Steel = 60 ksi Max Static Cap. = 4922 lb. Stress = 21% Steel = 60000 psi Stress = 83% Stress = 87% (level 1) Max stress = 21% (level 1) HORIZONTAL BRACE Max stress = 83% (level 1) 1.5 x 1 - 0.060 Stress = 4% (panel 1) DIAGONAL BRACE 1.5xI-0.060 Stress = 10%(panel 2 Base Plate Slab & Soil Anchors Steel = 36000 psi Slab = 6" x 2500 psi Hilti Kwik Bolt TZ (KB-TZ) ESR-1917 4 x 4.25 x 0.13 in. 1 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.625 in. Embed. Moment = 0 in -lb. Stress = 13% Slab Bending Stress = 20% (S) Pullout Capacity = 3195 lbs. Shear Capacity = 3571 lbs. Anchor stress = 1% Notes: Seizmic Analyzer version 20191204 © Copyright 1991-2020 Seizmic Inc. All rights reserved PROJECT: Hose Power USA SiZMI FOR: WAREHOUSEPRODUCTS_Ker ADDRESS: 10025 Porter Road. La Porte, TX SHEET#: 6 MATERIAL HANDLING, ENGINEERING CALCULATED BY: ang EST. 1965 DATE: 12/ 12/2019 TEL:(909)869-0989 PN: 20191 101 6 1 130 E. CYPRESS ST, COVINA, CA 91724 Loads and Distributions: Type 2 Page 2) W.H. f= V EWH Longitudinal Transverse Level h w "A f w wA f 1 58 2150 124700 13.5 2150 124700 20.3 2 116 2150 249400 27 2150 249400 40.6 3 174 2150 374100 40.5 2150 374100 60.9 4 232 2150 498800 54 2150 498800 81.2 INC MATERIAL HANDLING ENGINEERING EST.1985 TEL:(909)869.0989 l lJUr. UYMLC13 JI, 1-VVIIVA, l,AY1/L4 LRFD Basic Load Combinations: hTe 2 2012 IBC& RMI / ANSI ME 16.1 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 8 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 V ., = 203 lbs M,.,.,, = Ef.,._,. - h, = 35,322 in-lbs R = 0.7 V = 135 lbs ET,.,,, = M,_, / frame depth = 841 lbs R = 1.0 (Uplift-mbinal-, onlp) P = Product Load / 2 = 8,4001bs p = 1 D = Dead Load 0.5 = 200 lbs Spy = .07 L = Live Load = 0 lbs S = Snow Load = 0 lbs R = Rain Load = 0 lbs Lr = Live Roof Load = 0 lbs W = Wind Load = 0 lbs Basic Load Combinations 1. Dead Load = 1.4 D + 1.2 P _ (l .4.200) + (1.2 - 8,400)= 10,3601bs 2. Gravity Load =1.2D+1.4P+1.6L+0.5(L,orSorR) _ (1.2.200) + (1.4.8,400) + (1.6.0) + (0.5.0)= 12,000 lbs 3. Snow/Rain = 1.213 + 0.85P + (0.51, or 0.5W) + 1.6(L, or S or R) _ (1.2.200) + (0.85.8,400) + (0.5.0) + (1.6.0)= 7,380 lbs 4. Wind Load = 1.2D + 0.85P + 0.5L + LOW + 0.5(L, or S or R) _ (1.2.200) + (0.85.8,400) + (0.5.0) + (1.0.0) + (0.5.0)= 7,380 lbs 5A. Seismic Load (Transverse) _ (1.2 + 0.25„y)D + (1.2 + 0.25„y)PP + 0.5L + pET,,,,, + 0.2S =(1.2+0.2•.07)•200+(1.2+0.2•.07)-0.7.8,400+0.5.0+1.841+0.2.0=8,222lbs 5B. Seismic Load (Longitudinal) _ (1.2 + 0.2SI,,)D + (1.2 + 0.2Spy)RP + 0.5L + pE,, + 0.25 =(1.2+0.2•.07)•200+(1.2+0.2•.07)•0.7.8,400+0.5.0+ l •0+0.2.0=7,381lbs 6. Wind Uplift = 0.91) + 0.9P.'pp + LOW = 0.9.200 + 0.9.8,400 + 1.0.0 = 180 lbs 7. Seismic Uplift = (0.9 - 0.271,,)D + (0.9 - 0.25 ,)aPaph - pE,,_, _ (0.9 - 0.2 • .07) 200 + (0.9 - 0.2 • .07) -1 -8,400 - 1 •841= 6,778 lbs For a single beam, D = 36 lbs P = 2,100 lbs I = 2621bs 8. Product/Live/hnpact = 1.21) + 1.6L + 0.5(SorR) + I AP + 1.41 (1.2.36)+(1.6.0)+(0.5.0)+(1.4.2,100)+(1.4-262)=3,350lbs ASD Load Combinations for Slab Analysis 1, (1 + 0.1055' y)D + 0.75((1.4 + 0.14Spy)pP + 0.7pE) _ (1 + 0.105 • .07) - 200 + 0.75((1.4 + O.14 - .07) - 0.7.8,400 + 0.7 • I •841)= 6,860 lbs 2. (1 + 0.14S y)D + (0.85 + 0.14S y)pP + 0.7pE = (1 + 0.14 • .07) • 200 + (0.85 + 0.14 • .07) - 0.7.8,400 + 0.7. 1 -841= 5,846 lbs 3. D+P = 200 + 8,400 = 8,600 lbs ' C MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 11JVC.t-IMt" 31,l-U V 11VA, l.A YI/L4 COLUMN ANALYSIS: Type 2 ( Level 1 ) Analyzed per RM . AISI 2012 (LRFD) and the 2012 IBC. PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 10 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Section subject to torsional or flexural -torsion buckling (Section C41.2) K, •L, /R, = 1.7. 56 / 1.256 = 75.78 =1.32/1.118 =28.63 KL/R,_ = 75.78 r,=(t2+V+X,2)1/2 = (1.2562 + 1.1182 +-2.8672)" 2 = 3.324 in. P =1 - (Xo/ro)z = 1 - (-2.867/3.324)2 = 0.256 F., = rt-E / (KL/r),,,, z = 3.14= • 29500 / 75.782 = 50.695 ksi F, =(1 /2l1)((6., +a,)'- (4(1q..,6)),z) _ (1 / (2.0.256)((50.695 + 128.468) - (50.695 + 128.468)2 - (4.0.256.50.695.128.468))12)= 38.465 ksi where: v., =172E / (K,L 1 R,)' = 3.142.29500 / 75.782 = 50.695 ksi a=1/Ao2(GJ+(I72E( ,)/(K,L)z) = l / 0.683 - 3.3242(11300 - 0.001 + (3.142.29500.2.154) / (0.8.32)2)=128.468 ksi F = Min(P„ F.z)=38.465 ksi P, = A, • F X�=(F/FJ"=(60/38.465)12=1.249 Since X. < 1.5: F = (0.658^(X�2)) • F, = 31.233 Titus: P = 16500 lbs F =14025 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-2) 3 x 3 - .068 SECTION PROPERTIES Depth 3 in. Width 3 in. t 0.068 in. Radius 0.068 in. Area 0.683 in.'- AreaNet 0.559 in.' 1, 1.078 in.4 S 0.719 in.' Sa N , 0.598 in.' R, 1.256 in. 1, 0.854 in.' S, 0.496 in.' R, 1.118 in. J 0,001 in.^ C11 2.154 in.` J, 3.123 in. X -2.867 in. K 1.7 L, 56 in. K3. 1 L . 32 in. K, 0.8 F, 60 ksi F 70 ksi Q 0.9 G 11300 ksi E 29500 ksi C 0.85 C 1 C, 1 C,,. 1 Phil, 0.9 Phi 0.85 (�SEIZMI�? MATERIAL HA\NDL`ING:ENGINEERING EST. 1985 TEL:(909)869-0989 I IJV.. L. I'IC 0 J 1, V V V I" H' l A Y I lLY BEAM ANALYSIS Type 2 Determine allowable bending moment per AISI PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 12 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Check compression flange for local buckling (B2.1) Effective width w = C - 2t - 2r = 1.75 - (2 • 0.061) - (2 • 0.15) = 1.33 in. w/t = 1.328 10.061 = 21.81 2, _ (1.052 / k1/2) • (w/t) • (F,, l E)112 _ (1.052 l 2) • 21.81 • (60 / 29500)1/2 = 0.52 <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) f (comp) = F, - (yj l y) = 60 * 2.03 12.24 = 54.35 ksi fz(tension) = F, - (y1 l y) = 60 * 1.85 12.24 = 49.58 ksi T _ - (f, If) _-(49.58 154.35) _ -0.91 W Buckling coefficient k = 4 + 2 • (1 - T)3 + 2 • (1 - `I') =4+2(1--0.91)3+2(1--0.91) = 21.81 Flat Depth w = y 1 + y3 = I.85 + 2.03 = 3.878 4.3 x 2.5 - .060 Top flange width C = 1.75 in. w/t = 3.878/0.061 = 63.68 w/t < 200: OK Bottom width B = 2.5 in. X _ (1.052 l k1/2) • (w/t) - (f, l E)1/2 = (1.052 12) • 63.681 .(54.35 / 29500)1/2 = Web depth A = 4.3 in. 0.62 Beam thickness t = 0.061 in. Radius r= 0.15 in. bl=w•(3-`P) = 4•(3--0.91) = 15.17 Fy= 60 b2 = w/2 =1.94 Fu = 65 Y1 = 1.85 b 1 + b2 = 15.17 + 15.17 = 17.11 Web is fully effective Y2 = 2.24 Determine effect of cold working on steel yield point (FYA) per section A7.2 Y3 = 2.03 Ycg = 2.06 Corner cross -sectional area Le = (II / 2) - (r + t / 2) Ix = 1.87 _ (n / 2) • (0.15 + 0.06112) = 0.283 Sx = 0.83 Lr = effective width = 1.328 E = 29500 FBeam F = 300 C = 2 - L, l Lr+ 2 • L, = 2 • 0.283 11.328 + 2 • L,. = 0.2991 Beam Length L = 108 in = 0.192 - (1, / F) - 0.068 = 0.192 • (65 l 60) - 0.068 = 0.14 B�=3.69•(F„lF)-0.819•(FlF,)'--1.79 = 3.69 • (65 / 60) - 0.819 • (65 / 60)2 - 1.79 = 1.25 Fu/Fy = 65 160 = 1 < 1.2 r/t = 0.15 10.061 = 2.463 <= 7 = OK FI, = B, - F, l (r l t), = 1.25 • 60 / (2.463)' = 66 F,p_,op = C F,, + (l - C) • F,, = 0.299 • 66 + (1 - 0,299) • 60 = 62 FIB- pr • 1 �� / (A - )��) = 62 • 2.06 1 (4.3 - 2.06) = 57 PROJECT: Hose Power USA (��{�� FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 14 MATERIAL HANDLING,ENGINEERING CALCULATED BY: ang EST. 1985 DATE: 12/ 12/2019 TEL:(909)869-0989 PN: 20191101 6 1130 E. CYPRESS ST, COVINA, CA 91724 Allowable and Actual Bending Moment at Each Level Al =id/'12 / 8 Al =W • 12/ 8 Al =M Al .vatic all—jfalir, al/mvslnOe sersnric cone rllo.•seisrnie =S • F x b Level M. Alf Result slmte allmrslalie seismic aflmrseismic 1 28,998 33,223 3,532 33,223 Pass 2 28,998 33,223 2,780 33,223 Pass 3 28,998 33,223 2,385 33,223 Pass 4 28,998 33,223 2,186 33,223 Pass SE1ZM1C`1 . _T J _ IN MATERIAL HANDLING (ENGINEERING EST. 1955 TEL(909)869-0989 11SU h. CY Mtbi . 51, CVVINA, CA 91/Z4 BRACE ANALYSIS Type 2 ane12� Analyzed per RML AISI 2012 (LRFD) and the 2012 IBC. PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 16 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 Section subject to torsional or flexural -torsion buckling (Section C4.1.2) K,1,/R, =0 55/0.59 =93.22 K, -L, /I2, = 1 55 / 0.372 = 147.73 KL/R1119, = 147.73 r=(r2+rr 2+X2)IR = (0.592 + 0.3721 +-0.9092)1/2 = 1.146 in. R = i - (Xo/ro)2 = 1 - (-0.909/1.146)1= 0.371 F, =172E / (KL/r),_, 2 = 3.141- 29500 / 147.731= 13.341 ksi F2 =(1 /20)((6t +a)'- Mac, ad) 9 _ (1 / (2.0.371)((33.504 + 17.571) - (33.504 + 17,571)2 - (4.0.371 •33.504. 17.571))112)= 12.696 ksi where: 6, =172E / (K L / r]� )2 = 3.142.29500•/�93.222 = 33.504 ksi a, =1 /Ar2(GJ+(I72EQ/(K,L,)2) = 1 / 0.232.1.1462(11300.0 + (3.142 - 29500 - 0.02) / (0.8.55)1) = 17.571 ksi F = Min(F„ F,)=12.696 ksi P, =A,-1 = (F /F)12= (36 / 12.696)1/2 = 1.684 Since X. >= 1.5: F = (0.877 / X�z) • F = 11.134 Thus: P = 2578 lbs P = 2191 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.14) (Eq C4.1-3) 1.5x1-0.060 SECTION PROPERTIES Depth 1.5 in. Width 1 in. t 0.061 in. Radius 0.091 in. Area 0.232 in.2 AreaNet 0.232 in.2 1, 0.081 in.' S 0.108 in.' Sx Net 0.108 in.' R 0.59 in. I 0.032 in.' S,. 0.054 in.' R,. 0.372 in. J 0 in.' C, 0.02 in.' J, 1.078 in. X -0.909 in. K, 0 1-, 55 in. K,. I L 55 in. K, 0.8 F,. 36 ksi F. 42 ksi Q I G 11300 ksi E 29500 ksi Cm 0.85 C 1 C1, 1 Ci1 1 Phil, 0.9 Phi [770.85 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 18 CALCULATED BY: ang DATE: 12/ 12/2019 PN: 20191101 6 I I.SVt L Y I -Kt" JI, I..VV INA, I:A VI IZ4 POST -INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 Ty ee22 Assumed cracked concrete application Anchor Type ICC Report Number Slab Thickness (h) Min. Slab Thickness (h) Concrete Strength (f ) Diameter (d) Nominal Embedment Effective Embedment (h.) Number of Anchors (n) e'N e' V From ICC ESR Report 1/2" dia, 3.25" hef, 6" min. slab ESR-1917 1.5 h, = 4.875 in. = 6 in. C, = 12 useC,, ,d, = 4.875 in. = 6 in. C,, = 12 useC,,,) = 4.875 in. = 2500 ksi = 0.5 in. 3 h, = 9.75 in. = 3.625 in. = Hef S, = 0 in. Use S ,,j = 0 in. = 1 S, = 0 in. Use S,,,, = 0 in. =0 =0 A« = 0.101 sq.in. Awe f = 106000 psi 1.5hef S-1 = 2.375 in. s Cat + + C„ = 2.375 in. V Cal ha : l 1 N = 4915 in. rut 1.5Cal sl 1.5cal Tension Capacity = 3195 lbs Shear Capacity = 3571 lbs 096.1 — Adj. Strength 1 3195 lbs 1 3571 lbs _ SEMZMI�' r MATERIAL HANDLING "ENGINEERING EST. 1985 TEL(909)369-0999 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 20 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 1 1-w L' 1. T rnn3a J 1, 1 V v L1VA, l lk Yl /L4 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 1 Type 2 Steel Strength �V„ V, 5,495 / Anchor -- per report 0 = 0.65 OV,, = on • Vx,, = 0.65. 1- 5,495 = 3,5721bs Concrete Breakout Strength �V,, � = 0.7 A, _ (1.5Ca, + S, + 1.5C�)h, = 216 sq.in. A,_ = 3C,,h� = 216 sq.in. Check if A « >= A, A /A"«, = 1 'p-, = 1 y," = 0.9 T,,, = 1 Th = 1.732 d = 0.5 in. L = 1 in. k =1 The smaller of 7(L, / d„)°'(d,)I5�.'(f)°Ica t I and 9k(f )0Ica11.5 = 11,8181bs OVA,, = $(Av /Av,o)(`Y� ,,)(` ,d,v)( Yc,,)(`Y,,,v)(V,) 0.7•(216/216)•1.0.9.1-1,732-11,818 = 12,8951bs Pryout Strength OV,,,, 0= 0.7 K =2 N,r' = 4,980 lbs oVo, = oK�N,,, = 0.7. 2.4,980 = 6,972 lbs Steel Strength (OV,.) = 3,572 lbs Embedment Strength - Concrete Breakout Strength (OV,,,,) = 12,895 lbs Embedment Strength - Pryout Strength (OV,,,) = 6,972 lbs 17.5.1 17.3.3. Condition a ii 17.5.1.2a 17.5.2 17.3.3 ci-B 17.5.2.5 17.5.2.6 17.5.2.7 17.5.2.8 17.5.2.2 17.2.6 d 17.5.2.2 a, 17.5.2.2 b 17.5.2.1 17.5.3 17.3.3 Ci-B 17.5.3.1 SE1ZM1�? IN�P MATERIAL HANDLING ENGINEERING EST. 1985 'I'EL:(909)869-0989 I IJV Base Plate Analysis: Tie 2 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 22 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are used in determining Mb: 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. V_, • h/2 (fall fixity) Mb is the smallest value obtained from these three criteria. F, = 36000 psi P, = 7500 lbs M,,_ = 0 in-lbs P/A = P_,/(D • B) = 7500 / (4.25.4) = 441 psi f,=M„ /(D-B2/6)=0/(4.25.42 6)=0psi fe,=fh•(2'b,/B)=0•(2.0.5/4)=0psi f,,=fn-f,,,=0-0=0Psi M,,=wb,2/2=(b,-/2)-(f +f,,,+0.67'fb,) = (0.52 / 2) - (441 + 0 + 0.67 ' 0) = 55.15 in-lbs S,,,- = (B t') / 6 = 0.01sq.in. F,,_ = 0.75 F, = 27,000 psi f, / F,, = Me / (SBA,. • F,,_) = 55.15 / (0.01 -27,000) = 0.18 Plate width B = 4 in. Plate depth D = 4.25 in. Plate thickness t = 0.13 in. Column width b = 3 in. Column depth d = 3 in. bl = 0.5 in. rs 21 tb 11 SEIMIC _ IN MATERIAL HANDLING' ENGINEERING EST. 1985 TEL:(909)369-0939 PROJECT: Hose Power USA FOR: WAREHOUSE PRODUCTS_Ker ADDRESS: 10025 Porter Road, La Porte, TX SHEET#: 24 CALCULATED BY: ang DATE: 12/12/2019 PN: 20191101 6 SLAB AND SOIL ANALYSIS (LRFD) P r = Gravity —Load (see Basic Load Combinations) = 12,000 lbs f, = 7.5 (f)"l = 375 psi Base Plate Width B 4 in. d req'd = (P n /(0 -1.72 - ((K, • r, / e) • 101 + 3.6) . f,))'n = 2.798 in. Depth W 4.25 in. b = (e,, d,req'd3 / (12 - (1 - µ2) - ks))"' = 18.061 in. b,req'd = 1.5 b = 27 in. P = 1.72[(k, • r, / e) • 10, + 3.6] • f, • t' = 91,990 lbs Frame P = 0 - P, = 55,194 lbs Frame depth d 42 in. Pny I = 0.22 SLAB AND SOEL ANALYSIS (ASD Concrete P = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) Thickness t 6 in. = 8,600 lbs fc 2,500 psi f = 7.5 • (f)"' = 375 psi � 0.6 S2 3 P = 1.72[(k, - r, / e) -104 + 3.6] • f, • tl = 91,990 lbs 1 d req'd = (P,� /(0.1.72 - ((K, - r, / e) • 10' + 3.6) - f,))" I = 2.798 in. k, 50 b = (e, d,req'd, / (12 • (1 - µ2) • k))"' = 18.061 in. r, 2.06 b,req'd = 1.5 b = 27 in. e. 2,850,000 P = P„ / Q = 30,663 lbs P �� /P = 0.28