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HomeMy WebLinkAboutIA2026-000512 t ti # • Permit Valuation: S Setbacks . .......... . c CY Won te Plan A val: 22 - - - - - - 7�7 Fire Departg �e-nt.ra Public Works Department. 77, Approved for Permit: Date., Lot Drainage Submitted: PLANO Viw'Nv 1:EQ2,-1fV26 ILA POWX06104GRAPEMNP-TX7WW(817')41D-3165 City of Grapevine Building - Industrial el �* PO Box Alteration V- Grapevine,95104 Texas 76099 T E 817) 410-3166 Project # 26-000512 lk Project Description: Install 16 Bays of Pallet Rack "IB Roofing Systems" [ELECTRONIC REVIEW] Issued on: 03/04/2026 at 11:05 AM ADDRESS INSPECTIONS ---------- 2 506 E Dallas Rd., 300 1. Final Fire Dept Inspection 2. Building Final X Grapevine, T76051 LEGAL INFORMATION FIELDS Northfield Distribution "APPLICANT NAME (individual) Joseph Mangin B Cntr lk A Lot 5 S —APPLICANT PHONE NUMBER 2145008109 *40015114* APPLICANT E-MAIL joemangin@54intralogistics.com HODER **NAME OF BUSINESS 113 Roofing Systems Joseph Mangin VALUATION 45307 Darr Equipment Square Footage 4526 (214) 500-8109 What is use of Building/Structure? Inventory Storage and Distribution COLLABORATORS * CONSTRUCTION TYPE II-B - Joseph Mangin * OCCUPANCY GROUP B/S-11 Darr Equipment DOCUMENTS - MISC 01 IB ROOF SYSTEMS FINALS.pdf (214) 500-8109 DOCUMENTS - MISC 02 IB ROOF SYSTEMS CALCS.pdf OWNERS IB Roof Systems Grapevine - Eastgroup Properties DOCUMENTS - MISC 03 App0211826.pclf Lp ZONING DISTRICT LI TENANTS FEE TOTAL PAID DUE - IB Roof Systems, Inc. *Building Permit Fee (Value) $783.50 $783.50 $783.50 Building Permit, Plan Review $509.28 $509.28 $509.28 TOTALS $1,292.78 $1,292.78 $-0.00 READ AND SIGN Page 1/2 MYGOV.US 26-000512, 03/04/2026 at 11:05 AM issued by: Amanda Robeson I I loyil i11 0- i THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLEFOR OBTAINING SUCH APPROVAL FROM APPROPRIATESTATE AND OR FEDERAL Signature City of Grapevine Building ® Industrial Alteration Project # 26-00012 X NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 41-301, CUT OFF TIME A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 1:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THIS FI . •- - � >! �- l;l; �• � i- • . it i :� �. •� i, i i . f �-i i; i r it f i'f + • i i•� • i i i Page 2/2 MYOOV.US 26-000512, 03/04/2026 at 11:05 AM issued by: Amanda Robeson =.T IB Roof Systems 506 E Dallas Rd #300 Grapevine, TX, 76051 GENERAL NOTES PROJECT INFORMATION 1. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. PALLET RACKING STORAGE SYSTEM 2. BUILDING DIMSENSIONS ARE BASED ON CUSTOMER FLOOR PLANS. VERIFY ALL 4526 SO FT HIGH PILED STORAGE AREA DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK DO NOT PROCEED WITH THE AFFECTED WORK CONDITIONS UNTIL THEY ARE RESOLVED. 3. THIS DESIGN MEETS OR EXCEEDS THE VERTICAL AND LATERAL FORCE REQUIREMENTS OF THE ASCE 7-10 AND ALL REFERENCE MATERIAL. ENGINEER OF RECORD 4, IF ANY CONSTRUCTION DETAILS ARE NOT CLEAR OR ARE NOT PROVIDED, THE CONTRACTOR SHALL BE NOTIFIED, SO AS TO CLARIFY OR PROBIDE THOSE DETAILS. STRUCTURAL ENGINEERING & DESIGN INC 5 ALL WORK SHALL COMPLY WITH ANSI/RMI MH 16. 1-08 FOR THE DESIGN, TESTING, 1815 WRIGHT AVE, STE 200 AND UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS. LA VERNE, CA, 91750 6. ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM THE TOP OF SLAB. 7. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A 'FREE STANDING STUCTURE AND IS NOT TIED TO THE BUILDING. OTHER MECHANICAL, APPLICABLE CODES 'ELECTRICAL. PLUMBING, AND FIRE SUPPRESSION SYSTEMS ARE TO BE PERMITTED 2024 INTERNATIONAL BUILDING CODE -- SEPARATELY. RACK MANUFACTURERS INSTITUTE MH 16.1 8. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS, CONSULT THE CONTRACTOR ASCE 7-16 IF DIMENSIONS ARE NOT PROVIDED. AISC 360-16 9 AS REQUIRED BY CODE, A PERMIT PLAQUE EACH NOT LESS THAN 50 SQUARE AISI S100-16 INCHEST IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR AND ACI318-19 'LEGIBLE PRINT WILL BE DISPLAYED IN ONE OR MORE CONSPICOUS LOCATIONS AT THE BUILDING DATA DISCRESSION OF THE CITY INSPECTOR 10, ANY FIELD CHANGES OR VARIANCES FROM SPECIFICATIONS OR DRAWINGS MUST BLDG SO FT: 27,640 BE AUTHORIZED IN WRITING BY THE CONTRACTOR PRIOR TO IMPLEMENTATION. FULLY SPRINKLERED SUBCONTRACTOR ASSUMES COSTS ASSOCIATED WITH CORRECTIONS OR CLEAR HEIGHT: 25' MODIFICATION REQUIRED BECAUSE OF UNAUTHORIZED CHANGES. OCCUPANCY: S-1 11. LIFE & SAFETY ISSUES (FIRE, OCCUPANCY, USAGE, LIGHTING, EGRESS, ECT) ARE CONSTRUCTION TYPE: II-B [VERIFY] SEPARATE SLAB INFORMATION: 6" THICK, 3000 PSI [VERIFY] 12. FIRE EXTINGUISHERS ARE TO BE PROVIDED & INSTALLED BY TENANT. ADDITIONAL NOTES SCOPE OF WORK ADDITIONAL CODES 2024 INTERNATIONAL FIRE CODE 2024 NFPA 13 RACK MANUFACTURER INTERLAKE/MECALUX INSTALLATION OF PRE -FABRICATED PALLET RACKING. BAYS: A-16 RECEIVED: 2/1812026 26-000512 "IB ROOFING SYSTEMS" 506 E DALLAS RD #300 R_ INDUSTRIAL ALTERATION o 0 Vicinity Map pIar1D IB RoofSystems Garland } "y Irving Fort Worth Callas Arlington > 2 a;q= pad" 0 E a m G SHEETINDEX g Ea- PG PERMIT SET ; 1 HP-1 ' Cover Sheet tad F 2 HP-2 Layout o o E w= i oR 3 HP-3 Installation/Elevations m .e oor a6o 4 HP-4 High Pile Report — o a„ ©€ u HP-1 Site Map gz IBRoof Sy�stem�s Et E 0 a � ro V U' —PtE OF, TE�y41 t! Enhao Zhang 5...,'....: v 'fl L - of ., i "y [1441 f1509 HF --- - - , 1 Rs3^7 r-1 - 4 _- QM2 air" - E a m G o v z- r S l'saI -_ Imo' BAY COUNTS ------------------------------ g z ° t y m a N ; f o �' $ ` - QM1 SYMBOL DESCRIPTION COUNT POS/BAY (POSITIONS, _ p „ N - - o -- SELECTIVE RACK TYPE A 16 10 160 _ _ TOTAL 16 16040 Ingo-1 HP-2 a Designed for Mitsubishi a w ET2-- QTR - Qp FB55NH Sit -Down Counterbalance. Customs -ET1----- -- - -' E v v o 18'-10" f Layout m = _-- 1 7 g g 10 1 1/8"=1'-0" -- 3 4 5 6 _ 11 [3s^1 2' 2 3- Customs HIF 7 8 3 4 5 6 I 0 9 0 o QM2 QAK2 QM1 ET2 7'QTR ----------- 'ET1 10 QAK, QTX QD 12 14 zoo A-0 21T two Elevation A -------------- ;s 108"x13Z' SELECTIVE BAY Pallet Storage - 4.5" Beams Pallets/Bay: 10 ---- .............. ... do Total Bays: 16 Total Pallet Positions: 160 Beams/Bay: 16 Total Beams: 256 ------------- Total Wire Decks: Total Uprights: 40 Elevations A HP-3 1/4"=V-0" NOTE: PLEASE REFERENCE CALCULATION R REPORT FOR ADDITIONAL DESIGN INFORMATION, MAX ALLOWABLE LOADING, MATERIAL PROPERTIES AND COMPONENT CONNECTIONS. c of Ya Enhao Zhang Installation Enhaor,' Pas'] Customs 1 S-1 STORAGE CLASSIFICATION Tennant Suite Area: 27,640 SQFT s Storage Area: 4,526 SQFT Ceiling Height: 25 FT ILL Max Storage Height: 248" Fully Sprinklered HF COMMODITY ANALYSIS: 1. Storage will be classified as Class I -IV commodities with Group A unexpanded plastics. Commodities will contain less than 7.5% by weight and less than 20% by volume of Group A expanded plastics. 2. Commodities will be directly on wood pallets in wire rack shelving and/or solid pile configurations. Storage Arrangement QM2 1. Materials will be stored in single and multiple row pallet racking not to exceed 248" height. QAK2 • Racking will contain no solid shelves. A minimum of 6" transverse flues will be maintained between unit loads. • A minimum clearance of 36" from the top of stored IDQM1 materials to sprinkler deflectors will be maintained. TX' HP-4 AREA DESCRIPTIONS EXAMPLE DESCRIPTION' COUNT TOTAL _ - i ` STORAGE AREA 2 4526 SQFT STORAGE ARRAY 4 33568 CUBIC FT a z QTR QD NOTE: HIGH PILE ANALYSIS IS OUTSIDE THE SCOPE OF THE ENGINEER OF RECORD STAMP. ET1 -- 2 v - - � ro High Pile Report - 18'-10" o -- 4 w o N 1/8"_ h a =1�-0" 7 8 9 10 ATTACHMENT Q 11B 1 ATTACHWIS)5N6X23/8GR 5BOLTSPERBRACE (I)PEA END 2 GENERAL RACK CONFIGURATION GENERAL PROJECT NOTES COLUMN TIPL A t- HORIZ ROW I BRACE SPACER I _11 1-1 1 EFI III NI BEAM o E. I� IHE T-11 ILI—XIIIIIIII T'l= 111 COLUMN — I —H—DIM III.N. IBII- 1 1111 1, IIIIEFI 11r Tess" 1 INNPIF— 1, IIIINTI 1, 111 1 IFIDI C111111 II NT.— N "I '=E CONNECTOR I 1111 NI IILI IF INT I-- I-- III III III IIEIL.ITIII, 4 S DIAG I'="turn[ L.. rEn ear -IIFIFI DILII_D . -24 BRACE ML BASE15---------- 111 .1 AIP.11. I=II 1— 11 A �111 .11. M—I, ILP Cl 1.1 lT—,G III 5 1� PLATE & NOTE ANCHOR USE -�D ALL MECALUXusE aye GA 1--- TIP, III COLUMN/BASE LOCATIONS TYP ""' ""I " =II .......... ..... " ". ... IlIPBSID 111 LI I IIIFI NE.—T-1 11IT. 111 .1 TIIF cotnPal,reIII TN DESCRIPTION BASE PLATE 5 V X 4 69' DESCRIPTION COLUMN MCLX 313 DESCRIPTION SPACING HORIZ & PAR MATERIAL 0 194"THICK PLATE MATERIAL 13 GAGE THS STEEL MATERIAL 16 GAGE STEEL CU551 NOTES NOT A DEPICTION OF THIS PROJECT L I 11 TH I STEELYIELD ASTM A36, Fy=36,000 PSI STEEL STEEL YIELD ASTM A570. Fy=50,000 PSI USE ALL MI BRACE LOCATIONS TYP _ I I —'T P, .1 YIELD ASTM A570 `Y=55,000 PSI ='l`Tl"�'E" I E' 'T = I I" I'E"l' I 'I IEII=Tl��lT�=l��Ale,axHT�"_IA I E'll oz FRITI—T— IIITIP M� N_ I T =1 T '=P";Tllyll"TTl'A' E. II NTHR III I I —l-T TYP,=I,A,l IH I I =,I I I 1'�, � g I I I sTl,— 11 L = � I D � I I oI . o I � 1, 1 ITT '."."A "ID_ _TL " I IFF 1AIII-1 1 - - - - - - - 1 1.1— —IDII INIIEIII� D 11. —11. =BE 111. —E 11PI—BIE ITEII T. ry oe HE ogwExncw ax I_ FN� I E�BED 4 IS P—DIT.11 .11 LLADIN-1 .11 NLlIT �l —11- D HETT I E D C, L] of Vy INILE P1,11I -LERSugEcuwE 5/16L) SAFE Tf CLIP R)z .1. AB, IILI M-111—I —AIIII III A III1Gi ITHII III 1-11AL N_ IT ,�l NI'El, 1,11ITl.11 FIFR F'1'1. Nl"l III, ,AE 'N, Z—_ IA �o 5 MIN EDGE D—NCE 11,111LE 1�11LIR A, I, �. 1. A=- SEE GEN N(ff— 'T' NOTES I lNTl I I I' I I III II.D=,- GN ET All I I I N L—I, CONFIRM 0 A L OF ANCHORS WITH INSTALLER TO TIll FIIR TIPIT ENSURE REQUIRED EMBEDMENT IS OBTAINED IINLI(FITF1 I_ T n`F'I'TI—,F xa,x sysrFN III(' D'IETHE xFPNE, Ill-LAII DESCRIPTION 4 TAB CONNECTOR NOTES DESCRIPTION & BEAM "N"N"I" DESCRIPTION HILL IIIN 11 Al 1111 I KWlKBOLTTZ2 ANCHOR NOTES 'l I11.1 MATERIAL al nssessMF•Nr>No TAB USE @ ALL MECALUX BEAM TO COLUMN MATERIAL lIbGASTEEL NOTES SIZE 112'0 X 3-3/4"NOM EMBED SEE NOTE #4 ABOVE FOR ANCHOR U) STEELYIELD ASTM -A57-0,-Fy=55000 PSI CONNECTION LOCATIONS TYP STEELYIELD ASTM A5 USE @ ALL MCLX BEAM LOCATIONS TYP ESR# 42M SPECS 8 6 ..... u- IT, 0 0 110 V2` CC 0 1 112'j 3/81, 03/8" 211/1 SEE ATTACHED S4 INTRALOGISTICS DWG. FOR STORAGE RACK ELEVATIONS. Enha P, ENHAll ANG 0 Ph,, — - --------------- NOTES .I,, 1 143389 USES (2) ROW SPACERS FOR DOUBLE ROW UNITS Zhan DBI, 2026 12 26-0209-3 DESCRIPTION STEROWSPACER NOTES MATERIAL 14GAGE ATTACH WITH (4) 51160 GR 5 BOLTS (2) a 9 1 OF 1 DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570, Fy-55,000 PSI I EACH END