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HomeMy WebLinkAboutIA2015-4562 * DATE OF ISSUANCE: PERMIT#: BUILDING PERMIT APPLICATION cZ_ paj L ,5 S (PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM) JOB ADDRESS: 1 W Te-)C0.h T(-0.l � SUITE# 10 LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR(company name): 3-0h rS or" C o" nn-L� >� CURRENT MAILING ADDRESS: q 0 h ✓\.9-ek' CITY/STATE/ZIP: IJ I G�S , -1 5 Zy'1 PH:# z-q 65'1-7�('Fax# PROPERTY OWNER: —Pr, 10 1 S I -p CURRENT MAILING ADDRESS: ZS C( N1. C:t W(3-?11A ST, Z4 5 0 CITY/STATE/ZIP: 1)0.o PHONE NUMBER: qll t M 9 Z I t PROJECT VALUE: $ 3 g 3�+ • 2-�� FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED?(Check ones that apply)ELECTRIC PLUMBING MECHANICAL_ DESCRIPTION OF WORK TO BE DONE: Ca M Ce tN o i`,\ Cam.rk(S 1 C(ock I e�A 0,01 ojj y USE OF BUILDING OR STRUCTURE: T)1$fr 1b ufi*ZY1 F&C-1 I i- t j, NAME OF BUSINESS: L-C w ck A 1'c r'e S S ` Total Square Footage under roof: 17 Ce : i I T Square Footage of alteration/addition: '*N. I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1&2 family dwellings) I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGEN�CJY(S). PRINT NAME: /y C-r n r` 1���+��i � SIGNATURF-)&/ L:1'-,2 R — PHONE#: ?7Z 965 1-766 EMAIL: . THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING IN$PECTION DEPARTMENT Construction Type: Permit Valuation: $ 64q4 . Setbacks Approval to Issue Occupancy Group: S Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Plum Zonin : L.^ Building Width: Rear: Wchanical Occupancy Load: Right: Plan Review Approval: Date: /z, &4 Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: ire Department: Date: Z of Drainage Fee: 1 Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: r2, Total Fees: Q� Lot Drainage Submitted: Approved: Total Amount Due: - P.O.BOX 95104,GRAPEVINE,TX 76099(617)4103165 O:FORMSTSPERMITAPPLICATIONS 1102-11m.1 VO4,5106,2107,11/09,4111 BUILDING --- INDUSTRIAL ALTERATION �E Issue Date:January 14,2016 z Y ` PROJECT DESCRIPTION:Concrete Pit Construction and(5)Dock Leveler Installation PROJECT# (817)410-3010 WWW.myg0V.uS IA-15-4562 Inspections Permits City of Grapevine LOCATION LEGAL P.O.Box 95104 1061 Texan Trl. Green Air Cargo Dist Cntr Addition Bilk Lot Grapevine,TX 76099 ar 8 Suite#100 1a (817)410-3165 Voice Grapevine,TX 76051 (817)410-3012 Fax CONTRACTOR INFORMATION JOHNSON EQUIPMENT COMPANY *CONDITIONAL USE REQUIRED? NO PO BOX 802009 *CONSTRUCTION TYPE JIB Sprinklered DALLAS,TX 75380 *OCCUPANCY GROUP B/S1 (972)661-9822 Phone *OCCUPANCY LOAD No change (972)701-8938 Fax *ZONING DISTRICT LI **NAME OF BUSINESS Land Air Express OWNER **APPLICANT NAME Aaron Mayfield Amb Instl Alliance Fund III Lp **APPLICANT PHONE NUMBER 972-965-2766 60 State St Ste 1200 *SITE PLAN/SPECIAL USE/CU? N/A Boston,MA 2109-1884 1)Certified Energy Code Inspected YES AVAILABLE INSPECTIONS 2)Accessibility Review N/A ► Building Foundation/Footing(required) 3)Control Number ► Building Final(required) ► Final Fire Dept Inspection(required) 4)Asbestos Survey YES Acreage APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO BUILDING: DEPTH County Tarrant Fire Sprinkler System? NO Square Footage VALUATION 38397 What is use of Building/Structure? Warehouse FEES TOTAL=$784.99 Building Permit Fee $475.75 Building Plan Review $309.24 PAYMENTS TOTAL=$784.99 CONTRACTOR MUST REGISTER OR RENEW ($309.24) MYGOV.US City of Grapevine I BUILDING--INDUSTRIAL ALTERATION I IA-15-4562 I Printed 01/14/16 at 12:01 p.m. Page 1 of 3 (City of Grapevine Contractor) Other on 1211712015 Note:CC0628 JOHNSON EQUIPMENT COMPANY(RANDALL JOHNSON) Other on 0111212016 ($475.75) Note:CC0682 NOTICES 1)ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2)A copy of the signed permit and approved plans must be on site at all times. 3)The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). illyll� Signature Date MYGOV.US City of Grapevine i BUILDING—INDUSTRIAL ALTERATION i IA-15-4562 1 Printed 01/14/16 at 12:01 p.m. Page 2 of 3 N w� N ;a Y ^^ N 4' 2 7 2 7 Q 0 a w Q �Ji U> o > J o �- m� O za_ 2.�r06 }.fin Q N w LU LU m - (v LLI w Z 0> aso'4 7- 0 ' 0 In � XQ o r o w .fa LLI ay Nmo \ \ Z Q Qof . 1' � � LLI�o00 W M0n ED Z w LI IXo r v(f} NN o az- / y N z S a o o O Z< fl� Li Z J0a 3 3 ! , y a v n o 0 z U I o N- J O ( Q D r O W (n Q Q. 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Heavy-duty ramp control Superior design provides consistent operation and low maintenance. Lip assist Provides safe, positive lip extension for placement onto the trailer bed. Structural safety stops System helps protect against uncontrolled free-fall. Platform construction 8" beam spacing provides flexibility to accommodate a variety of material handling equipment; ideal fora-wheel SMOOTHEST TRANSITION IN THE INDUSTRY. fork truck traffic. Rear hinge support Four vertical supports provide From the rear hinge to the front hinge-featuring a consistent, reliable lip crown— added structural integrity. Genisys dock levelers provide the smoothest transitions between dock, leveler and Quick-clean sub frame trailer to help prevent injuries, and minimize forklift and product damage. Sub-frame allows for quick, easy pit clean-out. Maintenance strut _ 177 Integral maintenance strut supports the platform and lip for easy service access. Meets ANSI MH30.1-2000 test-load specifications. 1 R ITUN IT - SPRIFKATIONS Nominal dimensions: Warranty: Width Length Rite-Hite warrants all components to be free of defects in material 6' (1830 mm) . . . . . . . . . . . . . . . . . 6' (1830 mm) and workmanship, under normal use, for a one year period from 6' (1 830 mm) . . . . . . . . . . . . . . . . 8' (2440 mm) date of shipment in accordance with Rite-Hite's Standard Warranty Policy. The"Base Warranty Period"will begin on the completion of 6' (1830 mm) . . . . . . . . . . . 10' (3050 mm*) installation or the sixtieth (60th)day after shipment, whichever is 7' (21 10 mm) . . . . . . . . . . . . . . . . . . 6' (183.0 mm) earlier. Extended structural warranty available upon approved 7' (21 10 mm) . . . . . . . . . . . . . . 8' (2440 mm) submittal of application. 7'(21 10 mm) . . . . . . . . . . . . . . . . . 10' (3050 mm*) Available options: Operation: ❑ 18"1460 mm) Lip The platform to be operated by pulling the release ring at the rear of ❑ 20"1500 mm) Lip the ramp. The unit will raise and the lip will extend. Operator to walk ❑ Full Range Toeguards ramp down to truck bed. Hold down shall hold unit in the working ❑ PT2 (Plytex)Weatherseal position. Unit will float with truck movement. Nominal operating range ❑ NB 1 (Nylon Brush)Weatherseal is 12"above and 12"below dock level(+/-300 mm).The standard 16" (400 mm)lip extends 1 1"(280 mm)beyond the standard 4" 1100 mm) ❑ Stump-Out Solution bumper.The platform is designed to compensate for canted truck beds ❑ Dok Box up to 4"(100 mm)and remain flush with the rear of the pit to eliminate ❑ Integral Box pinch points. The lip is yieldable. ❑ Alternate Bumpers Standard features: ❑ Other ❑ Vehicle Restraint Model ► All models are available in 30K, 35K, 40K and 50K* capacities. Please consult Rite-Hite for ANSI MH30.1 Test Load Equivalents. ► Structural steel working range toe guards are integral to the leveler construction. ► Permanent night locks are standard in order to help protect against unauthorized entry beneath locked overhead doors. ► Entire dock leveler is protected with a gray enamel paint finish. ► Multi-position structural safety legs provide emergency support in the event a truck departs with a load on the leveler. ► An integral maintenance strut is provided on every leveler to support the lip and deck during service. *10"length and 50K capacity are not available in North America, PROJECT INFORMATION �Jyy CERTIFIED FOR CONSTRUCTION JOB NAME: /�'��"` r + S S BY: ADDRESS: 0(y 1 L_�a._, f(� L A- - DATE: GENERAL CONTRACTOR: � ���V'�""tp^� ��1��71 COMPANY: DISTRIBUTOR: 75D 7 L ADDRESS MODEL: t QTY. CAPACITA30K ❑35K ❑40K ❑50K Ask your Rite-Hite Representative for more details on a Planned Maintenance Program. pa 13 UF �® Frommelt° Rite-Hite Corporation 8900 North Arbon Drive Milwaukee,0 53223 USA (414)355-2600 (800)456-0600 FAX:(414)355-9248 Mailing Address:Rite-Hite Corporation P.O.Box 245020 Milwaukee,VN 53224 USA G14GMLSS0607A RrrE-HrrEQe is a trademark of the RrrE-HITE Corporation. RrTE-HrrE products are covered by one a more US.Patents with other U.S.and foreign patents pending.RITE-HITE reserves the right to make product impmvemems without prior notice. dock # 18, 19, 20, 21,22 �enlsys by Rite-Hite Pit Details for Genisys Dock Levelers Important:Angle Between Side And Rear Curb Angles See Item 3 Must Be 90'. On Following Page See Item 2 On Following Page Dim.B(WIDTH) Dock Floor ±1/8 All Curb Angle 74 Dim.A(LENGTH) Important: Joints To Be +1/4-0 Side Curb Welded Securely. 87 Angles Must Be 90°To Dock Face. Rear Pit Wall Dim.C(DEPTH) To Be Plumb. ±1/8 Reverse Slope Of 19.5 1/4" Is Permissible. 1/2"Pitch ` R W — See Item 4 Pit Floor On Following Page Important:Concrete Behind Dock Pit Steel Must Be Well Vibrated. - Face 8"Recommended Minimum Thickness For Pit Walls,Pit Floor And Dock Face. See Item 5 On Following Page See Item 4 - On Following Page Driveway Approach NOTE:See next page for construction notes,curb See Item 1 angle details,and contractor's bill of materials.All pit On Following Page steel available from RITE-HITE'at additional cost. Prologis Isaac holding CUSTOMER JOB NAME 1061 Texan Trail 5u.. IC' b Grapevine TX G 1 ADDRESS CITY STATE ZIP Genisys ML900 Dock Leveler 16LP DOCK LEVELER MODEL LIP LENGTH(IN INCHES): NOMINAL LEVELER SIZE(IN FEET): 8 6 1 30 LENGTH: WIDTH: CAPACITY: PIT DIMENSIONS(IN INCHES): 87 74 1 19.5 DIM A(LENGTH): DIM B(WIDTH): DIM C(DEPTH): Aaron Mayfield CERTIFIED FOR CONSTRUCTION BY DATE �rcx4ls=a7_�y,,,,� C9. Dallas TX COMPANY CITY STATE Pub.No.1273-June 2008 Pit Details for Genisys Dock Levelers- ML Series ITEM 5:RESTRAINT MOUNTING PLATE(OPTIONAL) ITEM 1,2,3,4:ANCHOR LAYOUT FOR CURB ANGLES Ty 4 F Curb Angle Be Welded To 1-1/4" Mounting Plate I�12"��-12"� I.-12" 12"� 1­3" TYR— O1--- �O 7- - ' 1/2"x 6" 3" O O Nelson Stud(20) �/ 3' 6 TYP. 20"6-5/8" O O Mounting Plate TyP. 1/4.x 20"x 29" IMPORTANT:Curb Angles Nelson Studs O O O O H.R.S. 1/2"Dia.6"Long Located As Shown 14 1/ f I� 4 /ailable Restraine Furnished By General Contracto OrRITE-HITE At Additional Cost. I CONTRACTOR'S BILL OF MATERIAL FOR NOMINAL PIT SIZES ITEM QUANTITY SIZE(IN INCHES) 1 Front Curb Angle - 3"x 3" x 3/16" 1 1 74 2 Rear Curb Angle - 3" x 3" x 3/16" 1 80 3 Side Curb Angle - 3" x 3" x 3/16" 2 84 4 Top Front Angle - 3" x 3" x 3/16" 4 20 CONSTRUCTION NOTES 1. Concrete Behind Pit Steel Must Be Well Vibrated. 4. 1/2"Pitch toward Front Of Pit For Drainage. 2. Rear Pit Wall must be Square With Dock Floor. 5. 8" Recommended Min.Thickness For Pit Walls,Pit Floor And Dock Face. 3. All Curb Angle Joints To Be Welded Securely. Contact RITE-HITE Corporation, 8900 N.Arbon Dr., Milwaukee,WI USA 53223(414)355-2600 Fax:(414)355-9248 Mailing Address: RITE-HITE Corporation, P.O. Box 245020, Milwaukee,WI USA 53224 1-800-456-0600 Pub.No.1273-June 2008 =�ti 31 Aaron Mayfield to: Aaron Mayfield 12/02/2015 11:57 AM Owl t9 ao s as Sent from my iPhone Gc-agle Maps Page 1 of 1 Gor:)gle Maps ir r f =R f :€ s i IF, III . A . . . ;. 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