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BOTH2024-0001BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT Qa�fra 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 ta CALIFORNIA Permit Type: Structure Other Than Building Owner Permit Number: BOTH2O24-0001 Property Address: 78730 HIGHWAY 111 Applicant: APN: 643220024 Legal Description Contractor: Property Zoning: Valuation: $0.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 02/02/2024 ISSUED DATE: 06/26/2024 WASHINGTON ADAMS SPE 78720 HIGHWAY 111, LA QUINTA, CA 92253 Alesia Davis 1111 Sartori Ave, Torrance, CA 90501 Kelly Stevens / 775947 421 E CERRITOS AVENUE, ANAHEIM, CA 92805 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 5/16/25 10:07 am Page 1 of 4 BUILDING PERMIT Permit Type: Structure Other Than Building Permit Number: BOTH2O24-0001 Property Address: 78730 HIGHWAY 111 FIVE BELOW / 794LF OF STORAGE RACKS & SHELVING [ENGINEERED]. 2022 CALIFORNIA BUILDING CODES. Storage Racks (LF) 794 Total Wall Length 0 Electrical Service? No (Linear Footage) Temporary Power No Service? Type Group Sq Ft Value Invoice No. Fee INV-00007543 Credit Card Convenience Fee Technology Enhancement Fee Storage Racks - First 100 LF PC Storage Racks Digital Archiving and Records Management Fee - OTC Hourly Charge - Interwest Structural Plan Review Permit Issuance Fee Amount $17.57 $8.00 $120.83 $133.67 $12.00 $312.50 $115.94 Total for InvoiceINV-00007543 $720.51 Amount Paid $17.57 $8.00 $120.83 $133.67 $12.00 $312.50 $115.94 $720.51 Grand Total for Permit $720.51 $720.51 Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 02/02/2024 13:31 02/02/2024 13:31 ---------------------------------------------------------------------------------------------------------------------------------------- Submittal Document Verification v.1 Generic Action 02/02/2024 13:31 Plan Check v.1 02/02/2024 0:00 03/18/2024 11:19 ---------------------------------------------------------------------------------------------------------------------------------------- Building Review (1 Day) v.1 Receive Submittal 02/02/2024 0:00 02/07/2024 9:16 ------------------------------------------------ BuildiRg Review (I Day) v.2 Receive Submittal ---- 02/07/2024 0:00 02/07/2024 9:17 ---------------------------------- Building Review (1 WK) v.1 ---- ........ Receive Submittal ---------- 02/07/2024 0:00 ..... 02/08/2024 14:17 ........................................................................................................................................ Building Review (1 WK) v.2 Receive Submittal 03/04/2024 0:00 03/18/2024 11:19 Permit Issuance v.1 03/18/2024 11:26 06/26/2024 14:27 ------------------------------------------------------- Contractor / Owner -Builder Information v.1 Generic Action 03/18/2024 11:26 ---------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 06/26/2024 14:27 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Fee Payment & Issue Permit v.1 Generic Action 06/26/2024 14:27 ---------------------------------------------------------------------------------------------------------------------------------------- Print, Attach, and Email Building Permit v.1 Create Report 06/26/2024 14:27 06/26/2024 14:27 Structure Other Than Building Inspections v.1 09/10/2024 0:00 ---------------------------------------------------------------------------------------------------------------------------------------- -ona a - Inspection ------------------------ - -------------------------------------------------------------------------------------------------------------- Bottom Plate Bolting v.1 Inspection 09/10/2024 0:00 09/13/2024 11:10 ---------------------------------------------------------------------------------------------------------------------------------------- Bottom Plate Bolting v.2 Inspection 09/13/2024 0:00 ---------------------------------------------------------------------------------------------------------------------------------------- Drypack v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- ^- 1-1-" "'-° - ^ Inspection Printed: 5/16/25 10:07 am Page 2 of 4 BUILDING PERMIT Permit Type: Structure Other Than Building Permit Number: BOTH2O24-0001 Property Address: 78730 HIGHWAY 111 Footing v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Framing v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Gas Test v.1 Inspection ------------------ -- Grade Beam v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Exterior Lath v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Okay to Wrap v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Piers v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Roof Drains v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Roof Nail v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Rough Electrical v.] Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Rough Mechanical v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Rough Plumbing v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Setbacks v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Sewer Connection v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Slab v.1 Inspection --------------------------------------------- T-Bar/Overhead v.1 Inspection -------------------------- Template Footing v.1 Inspection ------------------------------ Temporary Power v.1 Inspection -- -- -- -- -- -- -- -- -- --...................................................................................................... Underground Electrical v.1 Inspection ---------------------------------- Underground Gas v.1 Inspection ------------------------------------------------ Underground Plumbing v.1 Inspection Final Inspections v.1 09/19/2024 0:00 09/20/2024 15:12 ------------------------- — ------------------------------------------------------------------------------------------------------------- Structure Other Than Building Final v.1 Inspection 09/19/2024 0:00 09/20/2024 15:12 Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the iurisdiction shall not be valid. Printed: 5/16/25 10:07 am Page 3 of 4 BUILDING PERMIT Permit Type: Structure Other Than Building Permit Number: BOTH2024-0001 Property Address: 78730 HIGHWAY 111 A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Printed: 5/16/25 10:07 am Page 4 of 4 rw INTERWEST A SAFEbullf COMPANY Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #279265 February 7, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period February 6, 2024 through February 6, 2024 Commercial - BOTH2024-0001- 78720 Highway 111 - LAQ24-0025 Employee Jim Northcu Title Invoice Total (Please pay this amount) Hours Rate tt ICC Certified Plans Examiner 2.50 $115.00 Labor 2.50 Jim Northcutt LAQ24-0025 Commercial - BOTH2024-0001- 78720 Highway 111- LAQ24-0025 Day Description 2/6/2024 LAQ24-0025 $287.50 Total $287.50 $287.50 Hours 2.50 Total 2.50 Iof1 February 6, 2024 CITY OF LA QUINTA - FINAL REVIEW Permit No: BOTH2O24-0001 Interwest No.: LAQ24-0025 Non -Structural PC-1: 0.00 Hours Structural PC-1: 2.5 Hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Commercial —Storage Racks -For 513elow Address: 78720 Highway 111 0 1W INTERWEST A SAFEbuilt COMPANY Interwest Consulting Group has completed a FINAL code compliance review of the following electronic documents on behalf of the City of La Quinta: 1. Drawings: a. T1.0 dated 1/26/2024 by Kamus+Keller. b. S1.1 through S2.1 dated 1/25/2024 by Caruso Turley Scott Structural Engineers. 2. Structural Calculations: One electronic copy dated 1/25/2024 by Caruso Turley Scott Structural Engineers. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Enclosed, please find the above noted documents bearing Interwest Consulting Group's plan review stamps indicating the documents have been reviewed for code compliance. Please do not hesitate to contact us directly with any questions. Sincerely, INTERWEST CONSULTING GROUP Jim Northcutt ICC Plans Examiner 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 iNTEa,,EsreeP.con DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (ccR) DATE: 2/7/2024 STATUS: FIRST REVIEW PLAN CHECKED BY: INTERWEST/JAKE FUSON TELEPHONE NUMBER: (760) 777-7081 ADDRESS: 78-730 HIGHWAY 111 DESCRIPTION: STORAGE RACKS APPLICANT: ALESIA DAVID PLAN CHECK #: BOTH2O24-0001 This submittal has been checked for compliance with the 2022 California Building, Electrical, Mechanical, Green Building and Energy Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: THIS CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: WRITTEN RESPONSES TO THIS CORRECTION LIST REVISED PLAN SET INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmitta Non -Residential Plan Check Correction List Page 1 of 2 SECTION A — GENERAL 1) Note on Plans: "All construction shall comply with the 2022 California Building, Mechanical, Electrical, Plumbing, Green Building and Energy Codes and the La Quinta Municipal Code." Remove notes referencing other codes. 2) Provide the Assessor's Parcel Number (APN) and complete legal description of project on the first sheet of plans. 3) Revise the scope of work statement on the cover sheet to reflect the scope of this permit (storage racks only). 4) Revise the construction type to match the original building designs on file with the city (Type VB). END CITY REVIEW CORRECTION LIST CORRECTION LIST CONTINUED BY INTERWEST CONSULTING GROUP ATTACHED As further information is provided and reviewed, additional corrections may be required. Non -Residential Plan Check Correction List Page 2 of 2 IMEML, �S* ,.,nz 4�3�n�l LA 0 NTA - A A CA t2253 pESIN CIfiElA 01 APPLICABLE CODES: EGRE55: JURISDICTION: CITY OF LA QUINTA, CA OCCUPANT LOAD: (TABLE 1004.1.2) BUILDING: 2022 CALIFORNIA BUILDING CODE TOTAL SQ.FT.: 10,15350, FT. MECHANICAL: 2022 CALIFORNIA MECHANICAL CODE SALES: 0,013 S.F. l 60 PER PERSON = 145 PERSONS ELECTRICAL: 2022 CALIFORNIA ELECTRICAL CODE STOCK: 1,422 S.F. / 300 S.F. PER PERSON = 5 PERSONS PLUMBING: 2022 CALIFORNIA PLUMBING CODE TOTAL OCCUPANT LOAD = 150 PERSONS ENERGY: 2022 CALIFORNIA ENERGY CODE FIRE: INTERNATIONAL FIRE CODE 2022 OCCUPANCY: USE GROUP: M - MERCANTILE (SECTION 302-312) CONSTRUCTION TYPE: VB FULLY SPRINKLERED ASSESSOR'S PARCEL NUMBER (APN): 643-220-024 LEGAL DESCRIPTION: 1.49 ACRES M/L IN POR PAR 4 PM 202/098 PM 3014�/, �� — ��.� CONSTRUCTION- - FIRE RESISTANT RATINGS OF STRUCTURAL ELEMENTS (TABLE 601) - TENANT SPACE SEPARATIONS I HR - COLUMNS 0 HR - INTERIOR BEARING WALLS ....... 0 HR - NON -BEARING WALLS WITHIN SPACE — 0 HR - BEAMS, GIRDERS, TRUSSES, 4 ARCHES — 0 HR - ROOF / CEILING CONSTRUCTION 0 HR TENANT FIVE BELOW, INC. 101 MARKET ST., SUITE 300 PHILADELPHIA, PA 19106 TEL: (817) 876-7175 CONTACT: JOHN SUTTON ARCHITECT KAMUS + KELLER, INC. 3160 KILROY AIRPOT WAY SUITE 100 LONG BEACH, CA 9080(o TEL: (562) 216-5244 CONTACT: ODESSA HARRIS ENGINEER DENTON MEP, LLC 300 N. CARROL BLVD SUITE 200 DALLAS, TX 16201 TEL: (940) 808-0615 CONTACT: MICHELE BURTON CODE REQUIREMENTS: (CHAPTER 10) MAXIMUM TRAVEL DISTANCE TO EXIT 250 FT. M-MERCANTILE 15 FT. S-STORAGE 100 FT. (SPRINKLED BUILDING) MAXIMUM DEAD END CORRIDOR LENGTH — 50 FT. MINIMUM CORRIDOR / AISLE WIDTH 36 IN. MINIMUM CLEAR OPENING OF EXIT DOORS - 32 IN. TOTAL EGRESS WIDTH REQUIRED: 020" PER PERSON X 150 (TOTAL OCCUPANT LOAD) PERSONS = 30 IN. PLUMBING CODE: WATER CLOSET REQUIRED: I PER 500 WATER CLOSET PROVIDED: I WOMEN, 1 MEN LAVATORY REQUIRED: 1 PER 150 LAVATORY PROVIDED: 1 WOMEN, 1 MEN MOP SINK REQUIRED: I MOP SINK PROVIDED: I DRINKING FOUNTAIN REQUIRED: I PER 1000 DRINKING FOUNTAIN PROVIDED: 2 BUILDING DEPARTMENT ELIZABETH MOLINA - PERMIT TECH 51JI FERNANDEZ - PLANNING TENANT COORDINATOR KARLA ARZAGA KARLAeMILANCAP.COM SHEET DESCRIPTION ISSUE DATE REV I V 2 V. 3 REV. 4 REV. 5 V. 6 REV, i ARCHITECTURAL TI.O COVER SHEET/ KEY PLAN 1/26/24 STRUCTURAL 51.1 GENERAL CONSTRUCTION NOTES 1/26/2024 51.2 TYPICAL DETAILS 1/26/2024 52.1 FIXTURE PLAN 1/26/2024 I N DETAIL ��__ -�� DETAIL NO. DU15. NO. SECTION _ SECTION NO. DETAIL - DWG. NO. ELEVATION _ ELEVATION NO. DETAIL - DWG. NO. VERTICAL ELEVATION �YHF INDICATES A CHANGE, OR CHANGES, TO AN REVISION * APPROVED DOCUMENT SEE REV. SECTION ON THIS SHEET NORTH INDICATES PROJECT'S ARROW a D NORTH DIRECTION .; EXISTING WALL WALL DEMO NEW METAL STUD W/ GYP. BD. NEW CONTINUOUS 1-HR FIRE RATED PARTITION CONCRETE Ae- FIVE 5L0UJ LOC,4TION FIVE 5 LOW LOCATION sraaeEs _� ,a �ZJSS PeftO x � .e c A ARCO O ,a J9'D ♦c � i � ; _ KOHL'S 16 z� o m m _ o • Z2 p C'�� 0 Z:2� TRUE NORTH PLAN NORTH One Eleven La Quinta ns» - �ww u•+n i wwo - o,w wryw. a l.Ori•A a msJ V 76 77 p AkWV v FGJtClG ® •',cw� WASH � I u ` atat MA111Mif AW "'Irtil'ok KAMUS KELLER 562.215.5244 kkala. om CONSULTANTS ARCHITECTURAL SEAL I * No. -20397 Ny 07 -31� O� OF CAL�� DATE ISSUE 1 27/02/24 PLAN CHECK CORR. Q DATE REVISION PROJECT NAME / LOCATION f MiVe g.. LA QUINTA 78-730 CA-111 LA QUINTA, CA 92253 PROJECT INFORMATION DATE: JANUARY 26, 2024 PROJECT NO. 01480-0001 [23.0371] DELIVERY TYPE: V-BOX DRAWN BY: DR REVIEWED BY: POD TITLE COVER SHEET KEY PLAN SHEET NUMBER T1m0 ABBREVIATIONS ABBREV1 I NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B. ANCHOR BOLT A.B.C. AGGREGATE BASE COURSE ACI AMERICAN CONCRETE INSTITUTE A/C AIR CONDITIONER A.F.E. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL NSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY A.W.T.S, AUTOMATIC WELDED THREADED STUDS BM BEAM B.F.F BELOW FINISHED FLOOR BILK BLOCK B.O.B. BOTTOM OF BEAM B.O.D. BOTTOM OF DECK B.O.F. BOTTOM OF FOOTING BRG BEARING C CAMBER C.C. CENTERLINE TO CENTERLINE CFS COLD FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.L. CENTERLINE C.L.B. CENTERLINE OF BEAM C.L.C. CENTERLINE OF COLUMN C.L.F. CENTERLINE OF FOOTING C.L.W. CENTERLINE OF WALL CLR CLEAR CONC CONCRETE CONC C.J. CONCRETE CONTROL JOINT GONG S.J. CONCRETE SAWCUT JOINT C.M.U. CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE D.E. (D.F.L.) DOUGLAS FIR LARCH DL DEAD LOAD DIA DIAMETER ON DOWN DWC(S) DRAWINGS) E.C. END TO CENTERLINE E.E. END TO END E.O.S. EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EXP. BOLT (E.B.) EXPANSION BOLT EXP. JT (E.J.) EXPANSION JOINT E.W. EACH WAY (E) EXISTING F.F. FINISHED FLOOR F.O.M. FACE OF MEMBER F.O.S. FACE OF STEEL F.O.W. FACE OF WALL GA GAGE (UNIT OF MEASUREMENT) GALV GALVANIZED G.S.N. GENERAL STRUCTURAL NOTES GLB (GLULAM) GLUED -LAMINATED BEAM H.F. HEM FIR HORIZ HORIZONTAL REINFORCING H.S. HEADED STUDS IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL ICF INSULATED CONCRETE FORMS I.F.W. INSIDE FACE OF WALL I.O.D. INTERPRETATION OF DRAWINGS JST JOIST K(KIP) 1000 POUNDS KLF KIPS PER LINEAR FOOT LBS (#) POUNDS LGR LEDGER LOS LIGHT GAGE STEEL LGSEA LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.O.D. LOCATION OF DETAILS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAS C.J. MASONRY CONTROL JOINT MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L— MECHANICAL MFR'D MANUFACTURED MFR('S) MANUFACTURER('S) MIN MINIMUM N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C. ON CENTER O.F.W. OUTSIDE FACE OF WALL OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C. PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT ± PLUS OR MINUS PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST -TENSIONED PT — — — — — — POST -TENSIONING INSTITUTE REINF REINFORCING SDI STEEL DECK INSTITUTE SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SJI STEEL JOIST INSTITUTE &M SIMILAR SQ, SQUARE SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD STANDARD STL STEEL TL TOTAL LOAD T.O.B. TOP OF BEAM T.0.C.T. TOP OF CONCRETE TOPPING T.O.D. TOP OF DECK T.O.F. TOP OF FOOTING T.O.L. TOP OF LEDGER T.O.M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O.P.C. TOP OF PRECAST CONCRETE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TPI TRUSS PLATE INSTITUTE TYP TYPICAL T&G TONGUE AND GROOVE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION WCLIB WEST COAST LUMBER INSPECTION BUREAU W.W.F. WELDED WIRE FABRIC WWPA WESTERN WOOD PRODUCTS ASSOCIATION W/C WATER TO CEMENT RATIO W/0 WITHOUT GENERAL STRUCTURAL NOTES BUILDING CODE: 2022 EDITION OF THE CALIFORNIA BUILDING CODE AND STANDARDS REFERENCED THEREIN. LOADS: SEISMIC: RISK CATEGORY, SEISMIC IMPORTANCE FACTOR, I = 1.5 (STORAGE RACKS OPEN TO THE PUBLIC) MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1,656. MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.679. SOIL SITE CLASS, D — DEFAULT. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 1.325. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.770. SEISMIC DESIGN CATEGORY, D. RESPONSE MODIFICATION FACTOR (R) = 4 STEEL STORAGE RACKS PER ASCE 7-16 TABLE 15.4-1 OVERSTRENGTH FACTOR (0) = 2.0 ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE FOR DEFLECTION/CAMBER CRITERIA OF STRUCTURAL MEMBERS ENGINEERED BY OTHERS, SEE SPECIFIC MEMBER'S SECTION BELOW. POST —INSTALLED ANCHORS: GENERAL: ALL POST —INSTALLED ANCHORS SHALL UTILIZE THE EXACT ANCHORAGE SYSTEM SPECIFIED IN THE STRUCTURAL DETAILS. WHERE ANCHORAGE "PER GSN" IS SPECIFIED, SEE BELOW. ANCHORAGE PRODUCTS MAY NOT BE SWAPPED BETWEEN MANUFACTURERS WITHOUT APPROVAL OF THE ENGINEER OF RECORD. ALL REQUESTS FOR EQUIVALENT ANCHORAGE PRODUCTS MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO BEING INSTALLED IN THE FIELD. UNLESS NOTED OTHERWISE POST INSTALLED ANCHORS SHALL NOT BE INSTALLED UNTIL CONCRETE OR MASONRY MATERIAL HAVE REACHED DESIGN STRENGTH AND HAVE BEEN FULLY CURED FOR A MINIMUM OF 21 DAYS. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATE ARE REQUIRED FOR ALL INSTALLERS OF POST —INSTALLED ANCHORS. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES IN ACCORDANCE WITH THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII). ALL ANCHORS SHALL TIGHTENED/TORQUED AS REQUIRED PER MANUFACTURERS INSTRUCTIONS AND EVALUATION REPORTS. POST -INSTALLED ANCHORS IN CONCRETE: ALL EXPANSION TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK BOLT—TZ2' EXPANSION ANCHOR PER ICC ESR-4266 OR APPROVED ICC EQUIVALENT. ALL SCREW TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK HUS— EZ' SCREW ANCHOR PER ICC ESR-3027 OR APPROVED ICC EQUIVALENT. POST —INSTALLED ANCHORS IN MASONRY: ALL EXPANSION TYPE ANCHORAGE FOR MASONRY INSTALLATION ONLY SHALL BE PER HILTI 'KWIK BOLT—TZ2' EXPANSION ANCHOR PER ICC ESR-4266 OR APPROVED ICC EQUIVALENT. ALL SCREW TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK HUS— EZ' SCREW ANCHOR PER ICC ESR-3027 OR APPROVED ICC EQUIVALENT. COLD FORMED STRUCTURAL STEEL FRAMING: lelliallArTAN ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ESR-3064P OR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. ALL COLD FORMED LIGHT GAGE STEEL HORIZONTAL STRUCTURAL ELEMENTS (I.E.: JOISTS, BOXED BEAMS, HEADERS, ETC) SHALL BE FABRICATED FROM UNPUNCHED COMPONENTS. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS CERTIFIED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILTI SELF —DRILLING AND SELF —PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS / GAGE NUMBER REFERENCE: 27 MIL — — — — — — 22 GA 33 MIL — — — — — — 20 GA 43 MIL — — — — — — 18 GA WALLS: 54 MIL — — — — — — 16 GA 68 MIL — — — — — — 14 GA 97 MIL — — — — — — 12 GA STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW, AND BOTTOM TRACKS SHALL BE INSTALLED WITH 1/2" DIA ANCHOR BOLTS AT 32" O.C. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: AT ALL WALLS, INSTALL BRIDGING PER TYPICAL DETAILS AT 5'-0" O.C. MAXIMUM. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON —BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. WOOD: GENERAL: WOOD FRAMING MEMBERS SHALL NOT BE NOTCHED OR DRILLED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. STRUCTURAL WOOD FRAMING MEMBERS SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% WHEN DELIVERED TO THE JOB SITE. ALL NAILING NOT NOTED SHALL BE PER TYPICAL DETAIL AND COMMON NAIL DIAMETER TABLE BELOW. ALL BOLTING SHALL BE PER STRUCTURAL STEEL SECTION. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG —TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT ICC APPROVAL. WHERE "TYPE" OF CONNECTOR IS INDICATED ON THE DRAWINGS, THE CONNECTOR AND ATTACHMENT SHALL BE PER THE MAXIMUM MODEL NUMBER BASED ON THE SIZE OF THE MEMBERS CONNECTED. NAIL TYPE REQ'D DIA REQ'D GA LENGTH NAIL TYPE REQ'D DIA REQ'D GA LENGTH 6 d 0.113" 11 1 /2 2" 12d 0.148" 9 3 1 /4" 8d 0.131" 10 1 /4 2 1 /2" 16d 0.162" 8 3 1 /2" 10d 0.148" 9 3" 20d 0.192" 6 4" PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE REFERENCED EDITION OF THE GRADING RULES OF THE WWPA OR THE WCLIB. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE MINIMUM PROPERTIES WHICH MEET OR EXCEED THE FOLLOWING WOOD TYPES: WOOD TYPE JOISTS AND STUDS 2 X 4 OR LARGER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H.F. #2 GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE REFERENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS AND ELEVATIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES SHALL BE RESOLVED THROUGH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS AND SUBSTITUTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION OR SUBSTITUTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. Applies unless noted otherwise on drawings SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STATE REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS PROJECT. THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION CERTIFICATE. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 110 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: SPECIAL CASES: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN —PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. THE SPECIAL INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT IN CHARGE OF SPECIAL INSPECTIONS SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. STRUCTURAL SCOPE OF WORK: COMPONENT AND ANCHORAGE OF SALES FLOOR FIXTURES AND STOCK ROOM STORAGE SHELVES OVER 5'-9" IN HEIGHT. SHEET INDEX DETAILS SHEET DESCRIPTION --- S1.1 GENERAL STRUCTURAL NOTES 01-19 S1.2 DETAILS - - - S2.1 FIXTURE PLAN THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 24-0069 PROJECT MANAGER DST PROJECT ENGINEER PMP PROJECT DRAFTER MDF CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com KAMUS + KELLER 562=216=5244 kka 1a.wm CONSULTANTS 01 _25-24 ARCHITECTURAL SEAL DATE ISSUE D/MM/YY XXXX DATE REVISION PROJECT NAME / LOCATION fiW BELOW LA QUINTA 78-730 CA-111 LA QUINTA, CA 92253 PROJECT INFORMATION DATE: MONTH DAY, YEAR PROJECT NO. ####-## [##.####] DELIVERY TYPE: V-BOX DRAWN BY: MDF REVIEWED BY: PMP TITLE GENERAL STRUCTURAL NOTES SHEET NUMBER ILL: a x a 0 00 C� w 0 z J w cn NOTES: 1. 2x4 WOOD BLOCK (HEM FIR #2 MIN.) AT 4'-0" O.C. ALONG THE HEIGHT OF THE SHELF WITH 2 #8 x3" WOOD SCREWS AT (4) /1) EACH STUD. ATTACH TO 3 \\ WOOD STUDS MIN. FIRE RETARDANT TREATED WOOD (2) REQ'D BY BUILDING CONSTRUCTION TYPE. 2. FIXTURES SHALL BE ANCHORED TO EXISTING 2x WOOD STUDS (5) ($ ) (3) AT 16" O.C. MIN. 2x6 STUD WALL SUPPORTING SHELVES � SHALL BE SISTERED WITH AN ---- ADDITIONAL 2x6 JOIST PER DETAIL 13. (6) 3. GYP BOARD (BOTH SIDES) PER ARCH'L. (1) 4. 2 #8 x 1" WOOD SCREWS AT MFR WALL BRACKET. I I (3) 5. 2'-0" D x 4'-0" W x 8'-O" _ TALL SHELF OR FIXTURE AS (7) -� OCCURS (5 MAX). 6. SHELVING UPRIGHT PER MFR SPACED AT 4'-0' O.C. MAX. 7. EXISTING CONCRETE SLAB ON =Ju GRADE. Oo 8. 75# MAX. WEIGHT ON EACH )000 O°0O 4'-0" LENGTH OF SHELF. 4 %�%�\i\\j/\\ SHELVES MAX AS SHOWN. NOTE: MAXIMUM HEIGHT TO TOP OF EXISTING WOOD STUDS SHALL BE 20'-0". NOTIFY STRUCTURAL ENGINEER IF THIS IS NOT THE CASE. OPTIONAL SHELF/FIXTURE TO EXISTING WOOD STUD WALL 240035 NO SCALE NOTES: 1. STUDWALL TOP FRAMING. 2. NEW 2x6 WOOD STUD. 3. SIMPSON H2.5 AT TOP AND (1) BOTTOM OF STUDWALL FRAMING. _ _ 4. 5. EXISTING 2x6 WOOD STUD. STUDWALL BOTTOM FRAMING. _ 6. 16d NAILS AT 24 O.C. (2) STAGGERED AS SHOWN - 2 NAILS AT ENDS. 7. DOUBLE UP STUDS. (4) (s) SISTER 2x6 WOOD STUDS (6) 4" 24" (7) �14- 12" 24" n (3) 24-0035 NO SCALE LL LL Q x Q 0 CD w CD z > J w Tn LL x Q M 0 I 00 w 0 z > J w NOTES: 1. PLAQUE TO BE NOT LESS THAN 50 SQUARE INCHES IN SIZE. POST IN ONE OR MORE CONSPICUOUS LOCATIONS. NOTICE MAXIMUM LOADS SECTION SH ELF x 450 LB. 75 LB. Including Above/Below Deck O DO NOT USE FOR A STEP, HAND -HOLD OR LADDERDO 1 REFER TO ASSEMBLY INSTRUCTIONS FOR PROPER INSTALLATION NO LOAD ON ALLOWED ON TOP SHELF INSTALLATION PLAQUE AT STOCK ROOM SHELVING 240069 NO SCALE NOTES: 1. 2x4 WOOD BLOCK (HEM FIR (7) #2 MIN) TOP AND BOTTOM (1) WITH 2 #12 SCREW AT EACH STUD. ATTACH TO 3 STEEL (3) 7 STUDS MIN. FIRE -RETARDANT II TREATED WOOD REQ'D BY BUILDING CONSTRUCTION 0 Q TYPE. 2. FIXTURES SHALL BE _---- O ANCHORED TO NEW OR EXISTING 60OS162-43 STEEL (4) (10 ) ( 2 ) STUDS AT 16" O.C. MIN OR 362S162-97 STEEL STUDS II II AT 8" O.C. ---- (8) 3. 2 #8 x1" WOOD SCREWS AT (6) =----u MFR WALL BRACKET. 4. 2'-0"D x4'-0"W x8'-O" TALL li (9) SHELF OR FIXTURE AS (1) D OCCURS. 5. EXISTING CONCRETE SLAB ON li GRADE. (3) 1 1 4_2�� 6. SHELVING UPRIGHT PER MFR ---- SPACED AT 4'-0' O.C. MAX. (5) 7. FOR TOP ATTACHMENT OF NEW/EXISTING STEEL STUD, II SEE DETAIL 03. 8. GYPSUM BOARD (BOTH SIDES) �° �° PER ARCH'L. 0 0 9. BASE CONNECTION PER NOTE:\i�\/// DETAIL 02. MAXIMUM HEIGHT TO TOP OF EXISTING \ 10. 75# MAX WEIGHT ON EACH STEEL JOISTS SHALL BE 20'-0". 4'-0" LENGTH OF SHELF. 4 NOTIFY STRUCTURAL ENGINEER IF THIS SHELVES MAX, AS SHOWN. IS NOT THE CASE. „� PERIMETER GONDOLA ATTACHMENTS AT STEEL STUD WALL 240069 NO SCALE NOTES: (7) 1. 20 WOOD BLOCK (HEM FIR / #2 MIN) TOP AND BOTTOM WITH (2) 3/8" DIA x 2 1/2" / EMBED MASONRY SCREW ANCHOR PER G.S.N. AT / EXISTING MASONRY WALL. / FIRE -RETARDANT TREATED n a WOOD IF REQ'D BY THE (2) BUILDING CONSTRUCTION I i - TYPE. (3) (6) 2. 2 #8 x1" WOOD SCREWS AT / " MFR WALL BRACKET. 3. 2'-0" DEEP x4'-0" WIDE (1) x8'-0" TALL SHELF OR ---- FIXTURE AS OCCURS. (5) 4. EXISTING CONCRETE SLAB ON GRADE. (1) ,'/ ,� 5. SHELVING UPRIGHT PER MFR l / SPACED AT 4'-0" O.C. MAX. (2) 6. 75# MAX WEIGHT ON EACH / 4'-0" LENGTH OF SHELF. (4) / 7. EXISTING MASONRY WALL. cV Q -- -- - -- -�O/- 1'OJ[ -T -- ----------------- -- - --o bo 00 NOTE: ° SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF MASONRY SCREW ANCHORS. PERIMETER GONDOLA ATTACHMENTS AT EXISTING MASONRY WALL 24-0069 NO SCALE NOTES: 1. 2x4 WOOD BLOCK (HEM FIR /1) �r #2 MIN.) AT 4'-0" O.C. \\ ALONG THE HEIGHT OF THE (4) n SHELF WITH I I Iii xQ 1 2 #8 x3" WOOD SCREWS AT - EACH STUD. ATTACH TO 3 1F WOOD STUDS MIN. FIRE RETARDANT TREATED WOOD REQ'D BY BUILDING CONSTRUCTION TYPE. Hi Q 2. FIXTURES SHALL BE (2)----�I �I ANCHORED TO EXISTING 2x WOOD STUDS AT 16" O.C. MIN 2x6 STUD WALL SUPPORTING (5) (8) (2) SHELVES SHALL BE SISTERED li WITH AN ADDITIONAL 2x6 JOIST PER DETAIL 13. --A 3. GYP BOARD (BOTH SIDES) (6) -- PER ARCH'L. li 4. 2 #8 x 1" WOOD SCREWS AT (1) III (3) MFR WALL BRACKET. 5. 2'-0" D x 4'-0" W x 8'-0" (4) ;I TALL SHELF OR FIXTURE AS OCCURS (5 MAX). 6. SHELVING UPRIGHT PER MFR (7) --- SPACED AT 4'-0' O.C. MAX. N Q 7. EXISTING CONCRETE SLAB ON ----- - -- -�I ---- X-_ GRADE. 8. 75# MAX. WEIGHT ON EACH �Ju 4'-0" LENGTH OF SHELF. 4 Oo 00 NOTE: SHELVES MAX AS SHOWN. �\ \\/\\ MAXIMUM HEIGHT TO TOP OF EXISTING //\ WOOD STUDS SHALL BE 20'-0". NOTIFY STRUCTURAL ENGINEER IF THIS IS NOT THE CASE. ��120" PERIMETER GONDOLA ATTACHMENTS AT EXISTING WOOD WALL 24-0069 NO SCALE /e \ NOTES: 1. SHELVING UNIT PER ARCH'L. 2. 2 SHELVES (MAX). 3. BASE PLATE AND ANCHORAGE PER DETAIL 05. 4. 100# MAX WEIGHT ON EACH 4'-0" SHELF. 5. EXISTING CONCRETE SLAB ON GRADE TO REMAIN. NOTE: BASED ON MFR. -7 RECOMMENDATIONS, NET OVERTURNING FROM UNBALANCED LOADING NOT 05 TO EXCEED 12,000#-IN. 25" MIN (5) �� (3) INTERIOR GONDOLA ANCHORAGE AT BASE SHELVES 240069 NO SCALE NOTES: 1. SHELF CORNER POST PER SHELF MFR. 2. 12 GA x 1 1 /2"x6 1/2" STEEL PLATE WITH (2) 3/8" DIA x 3" LONG CONCRETE EXPANSION ANCHORS PER G.S.N. WITH I I 2 1/2" EMBEDMENT OR USE (1) (2) 3/8" DIA x 3" LONG CONCRETE SCREW ANCHORS PER G.S.N. WITH 2 1/2" EMBEDMENT -� - LOCATE STEEL PLATE AT EACH SHELF POST. (3) 3. SHELF POST CONNECTION TO X z STEEL PLATE PER MFR. (4) (2) 4. EXISTING CONCRETE SLAB ON GRADE TO REMAIN. 5. ANCHOR EMBEDMENT DEPTH TO -- - -- -- III -- -- BE AS NOTED, NOT SHALLOWER, NOT DEEPER. HOLES ARE TO BE -- -- -- -- -- -- -- -- -- -- --0 CLEANED FROM ALL DUST, SO ° THE PROPER HOLE DEPTH IS �� O �/�%\ MAINTAINED. DEEPER HOLES \/ \\�\WITH THE DUST REMAINING IN EQ THE HOLE ARE NOT ALLOWED. TI NOTE: "' SPECIAL INSPECTION IS -ICV 'n REQUIRED DURING �I • `f' TIN INSTALLATION OF 1EXPANSION AND SCREW 12 ANCHORS. • ONLY THE ANCHORS X PLAN NOTED ABOVE ARE PERMITTED TO BE USED. INTERIOR GONDOLA ANCHORAGE AT CONCRETE SLAB ON GRADE STOCK ROOM SHELVING ELEVATION 240069 NO SCALE NOTES: 1. PLAQUE PER DETAIL 08. -0" D x 4'-0" W x 10'-0" 2. 2' TALL SHELF BY OTHERS (MAX DIMENSION). 3. EXISTING CONCRETE SLAB ON GRADE TO REMAIN. 4. 7 SHELVES (MAX). 5. CROSS BRACING PER MFR. 6. SHELF PER MFR. 7. UPRITE PER MFR. 8. DO NOT LOAD TOP SHELF. THE MAXIMUM TOP -TO -BOTTOM OUT -OF -PLUMB RATIO FOR A LOADED RACK COLUMN IS 1/240 (FOR EXAMPLE 1/2 INCHES PER 10 FEET (12.5 MM PER 3 M) OF HEIGHT). COLUMNS WHOSE OUT -OF -PLUMB RATIO EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE -PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED. THE MAXIMUM OUT -OF -STRAIGHT RATIO FOR A LOADED RACK COLUMN IS 1/240 (0.05 INCHES PER FOOT OR 1/2 INCHES PER 10 FEET (12.5 MM PER 3 M) OF HEIGHT). COLUMNS WHOSE OUT -OF -STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE -PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED. 24-0069 NO SCALE (1) NOTES: 1. SHELF CORNER POST PER SHELF MFR. I I 2. 12 GA STEEL PLATE WITH DIMENSIONS AS SHOWN AND (3) (2) 3/8" DIA x 3" LONG CONCRETE EXPANSION ANCHORS X Z PER G.S.N. WITH (4 ) (2) 2 1/2" EMBEDMENT OR USE (2) 3/8" DIA x 3" LONG CONCRETE -- -- SCREW ANCHORS PER G.S.N. �LI; WITH 2 1/2" EMBEDMENT - -- -- -- -- -- -- -- -- -- -- -- LOCATE STEEL PLATE AT EACH �co �� S 0 0 HELF POST. 3. SHELF POST CONNECTION TO Cl `\��/// STEEL PLATE PER MFR. `\ 4. EXISTING CONCRETE SLAB ON GRADE TO REMAIN. 11I 5. ANCHOR EMBEDMENT DEPTH TO If + BE AS NOTED, NOT SHALLOWER, NOT DEEPER. HOLES ARE TO BE CLEANED FROM ALL DUST, SO THE PROPER HOLE DEPTH IS 1/2" TYP 2 7/8" MAINTAINED. DEEPER HOLES (2) WITH THE DUST REMAINING IN 3 3/4" THE HOLE ARE NOT ALLOWED. 1 1/4" TYP 3/16" 2 1/4" NOTE: • SPECIAL INSPECTION IS REF REQUIRED DURING C, 00 INSTALLATION OF + \ � EXPANSION AND SCREW ANCHORS. • ONLY THE ANCHORS 7/8' NOTED ABOVE ARE PERMITTED TO BE USED. (,, 1STOCK ROOM SHELF ANCHORAGE AT CONCRETE SLAB ON GRADE 24-0069 NO SCALE m N...nzrI NOTES: /<� 1. STEEL STUD. ll9) y a 2. UNPUNCHED STEEL STUD TRACK - ATTACHMENT REQUIRED 1/2" DIA. Z U IN6, EXPANSION BOLTS AT 48" O.C. (2 ' MINIMUM) OR .148"x3/4" LONG .F KELLER POWDER DRIVEN PINS AT 12" O.C. KAMU FASTENER SHALL HAVE ICC REPORT FOR SAME INSTALLATION. . 3. MULTIPLE OR INTERSECTING STUDS_,_ WHERE OCCUR. CONNECT WITH 2 11) 5244 ROWS #10 S.M. SCREWS AT 24" O.C. kkalaxe n I (3) STAGGERED SPACING. AT INTERSECTING STUDS 1 ROW OF SCREWS. 4. #10 S.M. SCREWS EACH SIDE, EACH CONSULTANTS STUD. (5) 5. 2 #10 S.M. SCREWS. () 5 6. 4 #10 S.M. SCREWS. 7. #10 S.M. SCREWS AT 12" O.C. AT DOUBLE STUDS. 8. STUD BLOCKING. 9. 18 GA CLIP ANGLE BY STUD MFR ' (8) WITH 3 #10 S.M. SCREWS AT EACH • 7) (2) STUD WHERE SHOWN IN DETAILS. ((4) 01_25_Z4 �� • � NOTE: 6) A. FOR SIZE AND GAGE OF TYPICAL STEEL STUDS, SEE GENERAL B.INSTALL ALL SCREWS PER STRUCTURAL NOTES. SPECIAL STEEL STUD MANUFACTURES SIZES ARE CALLED OUT ASSOC. SPECIFICATIONS. ON PLAN AND/OR DETAIL. C. S.M. (SHEET METAL) SCREWS PER G.S.N. i1 TYPICAL STEEL STUD WALL - SCREW CONNECTION 407-22 NO SCALE (3) (4) L NOTES: 1. STEEL STUD WALL. 2. CONTINUOUS STEEL TRACK WITH THICKNESS TO MATCH STUD GAUGE AND HILTI X-U (ICC ESR-2269) WITH 1" (1) PENETRATION AT 16" O.C. 3. #10 SCREW CONNECTION AT EACH STUD. 4. EXISTING CONCRETE SLAB. (2) STEEL STUD WALL BASE CONNECTION PARALLEL CONDITION /e\ (4) r-lzz-=z-=z-r=1-=:s==1=-r-7�-/z�-Zz Z --------------------- I I I I (6) (1) I I (2) I I I I 240069 NO SCALE NOTES: 1. 14 GAGE SLIP TRACK WITH 2 #10 x 1 1/2" WOOD SCREWS AT EACH MEMBER ABOVE. 2. STEEL STUD WALL. 3. NEW 2x4 AT 24" O.C. WITH (5) LU24 HANGER EACH END. 4. EXISTING PLYWOOD SHEATHING. 5. EXISTING 2x OR 4x AT 24" O.C. 6. #8 IN SLOTTED HOLES, TYP. NOTE: SEE DETAIL 03 FOR CONNECTION TO EXISTING STEEL JOISTS. PERPENDICULAR CONDITION STEEL STUD WALL TO EXISTING WOOD FRAMING - SLIP CONNECTION 24-0069 NO SCALE THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELJMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED MUH WRITTEN SIGNATURE. PROJECT NUMBER 24-0069 PROJECT MANAGER DST PROJECT ENGINEER PIMP PROJECT DRAFTER MDF CARUSO - TU RLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com ARCHITECTURAL SEAL DATE ISSUE D/MM/YY XXXX Q DATE REVISION PROJECT NAME / LOCATION LA QUINTA 78-730 CA-111 LA QUINTA, CA 92253 PROJECT INFORMATION DATE: MONTH DAY, YEAR PROJECT NO. ####-## [##,####] DELIVERY TYPE: V-BOX DRAWN BY: MDF REVIEWED BY: PIMP TITLE TYPICAL DETAILS SHEET NUMBER S1,2 PER ANSI MH16.1: NOTES — TYP U.N.O.: FLOOR NOTES — TYP U.N.O.: THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED A. CRACKS ARE ALLOWED UP TO 0.012 INCHES WIDE. ANY CRACKS 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSEKEEPING, AND WIDER THAN THIS WITHIN 4" INCHES OF THE ANCHOR WILL NEED TO AND FIELD CONDITIONS. BUILDING DIMENSIONS AND ELEVATIONS, WHERE SHOWN, MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, THE BE REPAIRED WITH SIKADUR-55 SLV PER MANUFACTURER'S WERE PROVIDED BY THE ARCHITECT AND IT IS THE CONTRACTOR'S RESPONSIBILITY FOLLOWING: INSTRUCTIONS. TO VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE 1. PROHIBIT ANY OVERLOADING OF ANY PALLET POSITIONS AND OF THE B. ANCHORS SHALL BE INSTALLED A MINIMUM OF 4" AWAY FROM ANY WORK. ANY DISCREPANCIES SHALL BE RESOLVED THROUGH THE ARCHITECT. OVERALL RACK SYSTEM. CONSTRUCTION/EXPANSION JOINT WITHIN THE EXISTING CONCRETE 2 - SLAB ON GRADE. As SHOWN ON PLAN INDICATES EXISTING wooD STUD WALL. ZUN2. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY C. CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING CONCRETE SLAB _ FOR ISOLATE THE AFFECTED AREA. HAVE A STORAGE RACK DESIGN ON GRADE IS A MINIMUM OF 4" IN THICKNESS PRIOR TO 3. SIZES. STEEL STUDS SHALL EAS SHOWN "SP SPACED AT PLANC 6ATES " 0 C. SEE G S.N,STEEL STUD TTYPICALL, SEEPLAN DETAILS, KA M US + K E L L E R PROFESSIONAL EVALUATE THE DAMAGE, AND UNLOAD, REPLACE OR CONSTRUCTION. PLANS AND OTHER DETAILS FOR ADDITIONAL INFORMATION. REPAIR IF DIRECTED BY THE PROFESSIONAL, ANY DAMAGED COLUMNS, D. ALL STORAGE RACKS (EXCLUDING WALL FIXTURES) SHALL MAINTAIN A BEAMS, OR OTHER STRUCTURAL COMPONENTS TO RESTORE THE SYSTEM MINIMUM CLEARANCE OF 6" FROM ANY ADJACENT BUILDING 4. +Z1 ZZZ+— AS SHOWN ON PLAN INDICATES EXISTING 8- MASONRY WALL. TO AT LEAST ITS ORIGINAL DESIGN CAPACITY. COMPONENTS. 562-216-5244 3. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING 5. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST CONDITION. AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO kka la.wm 4. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SUPPORT MEMBERS IN A PROPERLY STACKED AND STABLE POSITION. STRUCTURAL ENGINEER IMMEDIATELY. 5. REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. CONSULTANTS 6. PROHIBIT DOUBLE -STACKING OF ANY PALLET POSITION, INCLUDING THE TOP -MOST POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. 7. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN CONFIGURATIONS PER 1.4.4 OR AS MIGHT INVALIDATE THE PLAQUE INFORMATION PER 1.4.2. ' 3 2 1 = = o,,ZS,Za L '+ \ LL__J ��— ��"" ARCHITECTURAL SEAL �_- - - it 1 + \ O O AT ST-01 II II x120" HEIGHT. I II II os � IIII — ------------------ 41 i II 5 4 � r - - ----- L 1IIII II II II II _ — NEW STEEL STUD WALL. III I �I II AT PF-03 AT PF-05 AT PF-05 EXISTING x120" HEIGHT. x96" HEIGHT. x96" HEIGHT. MASONRY WALL. e II II II II DATE ISSUE TI 00 FTMI O ❑ O ,p O --� AT PF-05 O x96" / HEIGHT.OLE=F— HH O I o I10, os OAT ST-01 IIII x120" HEIGHT. pg O PF-05C x9 O x96" O HEIGHT. O I EXISTING CONCRETE I SLAB ON GRADEEl - TYP. EXISTING STEEL EXISTING STEEL D/MM/YY XXXX COLUMN. COLUMN. DATE REVISION II I I PROJECT NAME /LOCATION IIII II I I II II IIII fiW BELO og I I II 06 AT PF-05C x96" AT ST-01 HEIGHT. 10 / LA Q UINTA x120" HEIGHT. 78-730 CA-111 AT PF-05 x96" LA QUINTA, CA 92253 - - - - HEIGHT. O II III I -----------� �-- III PROJECT INFORMATION II II - - � DATE: MONTH DAY, YEAR PROJECT NO. ####-## [##.####] � — DELIVERY TYPE. V-BOX 1 �7�O1�-�0 ---1�-i�L1 �1/�1_--711�-��1��011�1l_�-7�lT�-i�li�� _OI/1 -- -- - =Z-� 12 12 11 DRAWN BY: MDF AT PF-05 AT PF-05 AT PF-05A x96" HEIGHT. x96" HEIGHT. x120" HEIGHT. SHEET INDEX REVIEWED BY: PMP FIXTURE PLAN DETAILS SHEET DESCRIPTION SCALE: 3/16" - V-0" --- S1.1 GENERAL STRUCTURAL NOTES TITLE 01-19 S1.2 DETAILS FIXTURE PLAN --- S2.1 FIXTURE PLAN THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. PROJECT NUMBER 24-0069 PROJECT MANAGER DST PROJECT ENGINEER PMP PROJECT DRAFTER MDF SHEET NUMBER CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) S2,1 www.ctsaz.com