The URL can be used to link to this page

Home My WebLink AboutCENTRAL AVE 29315_15-00002460C'TY OF fj LAKE 5LSINORE BUILDING & SAFETY ye- DREAM EXTREME FM PERMIT 130 South Main Street Lake Elsinore Ca. 92530 PERMIT NO: 15- 0000246U UAlT: 7/42/17 JOB ADDRESS • 29315 CENTRAL AVE DESCRIPTION OF WORK . : ALTER COMMERCIAL /INDUSTRIAL OWNER CONTRACTOR LAKE ELSINORE MARKET PLACE HARVEY, INC. 29273 CENTRAL AVENUE SUITE B 9455 RIDGHAVEN CT LAKE ELSINORE CA 92530 SAN DIEGO CA 858- 679 -4000 LIC EXP A.P.# . . . . . : 377 - 040 -027 2 SQUARE FOOTAGE . : OCCUPANCY . . . : OFFICE, RESTAURANTS, MISC GARAGE SQ FT . . : CONSTRUCTION . . . TYPE V 1 HOUR FIRE SPRNKLR . . . VALUATION . . . . 930 ZONE • 92123 0 /00 /00 0 0 C -2 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45.00 5.00 X 2.7500 VALUATION 13.75 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1.00 X 1.0000 SWITCHES / 1ST 20 1.00 2.00 X 1.0000 RECPT,OUTLET / 1ST 20 2.00 1.00 X 1.0000 LIGHTING FIXTURES /1ST 20 1.00 MECHANICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1.00 X 6.5000 INSTL /RELOCATE /REPLC VENT 6.50 1.00 X 6.5000 REGISTERS 6_50 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 58.75 ;00 ; 58.75 ELECTRICAL PERMIT 34.00 :00 34.00 MECHANICAL PERMIT 43.00 ,00 43.00 OTHER FEES PROF.DEV.FEE 3 TRADES 15.00 :00 15.00 PLAN RETENTION FEE 11.32 :00 11.32 SEISMIC OTHER .50 :00 .50 GREEN BUILDING FEE 1 1.00 .00 1.00 CONTINUED ON NEXT PAGE * ** City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all tithes: 1. I am Licensed Please read and initial under the provisions of Business and professional Code Section 7000 et seq. and is in full force. of the property,or my employees w /wages as their sole compensation will do the work is not intended or offered for sale. of the property,am exclusively contracting with licensed contractors to construct the certificate of consent to selfinsure or a certificate of Workers Compensation Insurance copy thereof employ any person in any manner so as to become subject to Workers Laws in the performance of the work for which this permit is issued. should become subject to Workers Compensation after making this certification, comply with such provisions or tins permit shall be deemed revoked. my license 2. Las owner and the structure 3. I as owner project. 4. I have a or a certified 5. I shall not Compensation Note: If you Code Approvals Date Inspector you must forthwith EL01 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Steel Reinforcement BPuu ^3 moot BP04 Slab Grade PLOT Underground Water Pipe SSO1 Rough Septic System SW01 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall & Pre -Lath PLO3 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric / T -Bar MEO1 Rough Mechanical ME02 Ducts, Ventilating PLO4 Rough Gas Pipe / Test PLO2 Roof Drains BPIO Framing & Flashing BP 12 Insulation BP13 Drywall Nailing BP 11 Lathing & Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool & Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein. /Forms Date Inspector SP04 Pool Plmb. /Pressure Test Fire SP05 Pre- Gunite Approval EVMWD SP06 Rough Pool Electric Finance SPOT Pool Fence /Gates /Alarms Engineering SPO8 Ike-Plaster Approval TUMF SP99 Final Pool / Spa Planning /Landscape CITY OF LAI <: LSINDIJ: BUILDING & SAFETY i DREAM EXTREME TM PERMIT 130 South Main Street Lake Elsinore Ca. 92530 P1RMill NO: 15- 00002460 UA1h: y /22/15 PAGE 2 JOB ADDRESS • 29315 CENTRAL AVE DESCRIPTION OF WORK . : ALTER COMMERCIAL /INDUSTRIAL FEES: (CONTINUED) PLAN CHECK FEES 44.06 44.06 .00 TOTAL 207.63 44.06 163.57 SPECIAL NOTES & CONDITIONS TI -BUILD OUT OF QUIET ROOM WITHIN EXISTING WAREHOUSE AT COSTCO City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: ff 1-1.1 am Licensed Please read and initial under the provisions of Business and professional Code Section 7000 et seq. and is in full force. of the property,or my employees w /wages as their sole compensation will do the work is not intended or offered for sale. of the property,am exclusively contracting with licensed contractors to construct the of consent to selfinsure or a certificate of Workers Compensation Insurance copy thereof employ any person in any manner so as to become subject to Workers Laws in the performance of the work for which this permit is issued. should become subject to Workers Compensation after making this certification, comply with such provisions or this permit shall be deemed revoked. my license 2. I,as owner and the structure 3. I as owner project. 4. I have a certificate or a certified 5. I shall not Compensation Note: If you Code Approvals Date Inspector you most forthwith ELO1 Temporary Electric Service PLO1 Soil Pipe Underground 10 • &Y jO EL02 Electric Conduit Underground BPOI Footings BPO2 Steel Reinforcement BP03 iirout BP04 Slab Grade PLO1 Underground Water Pipe SSO1 Rough Septic System SWO I On Site Sewer BPO5 Floor Joists BP06 Floor Sheathing BPO7 Roof Framing BP08 Roof Sheathing BP09 Shear Wall & Pre-Lath PLO3 Rough Plumbing 01q-(<- ELO3 Rough Electric Conduit j A0/ ) .e_( -lL- - -; 0 01c I I'.rl5- % EL04 Rough Electric Wiring t.-- EL05 Rough Electric / T -Bar l- I 01S-14-69 MTOI Rough Mechanical MEO2 Duets, Ventilating PLO4 Rough Gas Pipe / Test PLO2 Roof Drains BP10 Framing & Flashing tU j 1 tS— fr r BP12 Insulation BP T3 Drywall Nailing L-cfp20•45 oJJ BP11 Lathing & Siding PL99 Final Plumbing d, 41'/ `. a EL99 Final Electrical ME99 Final Mechanical BP99 Final Building 1 Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool & Spa Approvals Date Inspector OTHER DIVISION RELEASES SPOT Electric Conduit UG Department Approval required prior to the SPO2 UG Gas Piping building being released by the City SPO3 Pool Steel Rein /Forms Date Inspector SPO4 Pool Pbnb. /Pressure Test Fire SP05 Pre - Gunite Approval EVMWD SPO6 Rough Pool Electric Finance SPOT Pool Fence /Gates /Alarms Engineering SPO8 Pre - Plaster Approval TUMF SP99 Final Pool / Spa Planning /Landscape CITY OF ra LAKE LauLSINORE DREAM EXTREME TM APPLICATION FOR BUILDING PERMIT VALUATION CALCULATIONS 1st FLOOR 2nd FLOOR 3rd FLOOR GARAGE STORAGE DECK & BALCONIES OTHER: VALUATION: TI of 93 SF SF SF SF SF SF SF 930 FEES BUILDING PERMIT g PLAN CHECK PLAN REVIEW SEISMIC PLAN RETENTION I certify that I have read this application and state that the above information is correct. I 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 operty for insp- tion purpose Signature of Applicant or Agent 8.27.2015 Date Agent for ® contractor owner Agents Name_. ft TM ;M 11 It Agents Address 9455 Ridgehaven Court. Suite 200 San Diego, CA 92123 AP # BUILDING ADDRESS 130 South Main Street IAPPLfAFIpN NOD Y to APPLICATIIOOQ1 2 CF IV D / i J CVO DATE (J 5 BY Costco #746, 29315 Central Avenue, Lake Elsinore, CA 92532TRACTBLOCK/PAGE LOT /PARCEL 377 - 040 -27 O W N E R C O N T R A C T O R A R C H NAME Costco Wholesale Corporation MAILING ADDRESS 999 Lake Drive CITY PHONE 951- 253 -6030 Issaquah STA1E /ZIPssaquah WA, 98027 I hereby affirm that I am licensed under provisions of chapter 9 (commencingwithsection7000) of division 3 of the business and professions code,andmylicenseisinfullforceandeffect. LICENSE # 866177 CITY BUSINESS AND CLASS Class B TAX # 27133NAME Harvey, Inc. MAILING ADDRESS 9455 Ridgehaven Court, Suite 200 CITY S ". Diego STATE /ZIPCA, 92123 858- 769 -4012 CONTRA 'Ttf.'S SIGNATURE 0/C PE 8.27.2015 PHONE NAME MAILING ADDRESS LICENSE # 22432 Von Korman Avenue, Suite 910 CITY Irvine NEW ADDITION ALTERATION OTHER SINGLE FAMILY APARTMENTS STATE /ZIP ppNN CA, 92612 PH949E705 -0700 CGRP./ DIVISION: M NUMBER OF STORIES: ZONE: CONST. TYPE: NUMBER OF BEDROOMS: N/A C2 - General Commerical CONDOMINIUM q HAZARD TOWN HOMES AREA ?' I i COMMERCIAL INDUSTRIAL SPRINKLER$ REQUfRE0 ?f; P YES REPAIR I PROPOSED USE OF BLDd to remuir the sa pe'aDEMOLISHfPRESENTUSEOFBLDG JOB DESCRIPTION ` P Tenant Improvement - build out of cpriel ioprp wirly"}n exi4' ing s4hrehousespace. CITY OF LA ICL L5LSI[McBZE 130 South Main Street Lt DREAM rA 1 LL L Pv PERMIT MECHANICAL and state that the all city and county and hereby the about - mentioned t rrn APPLIC ' f Hi V NIller APPLICATION FOR ELECTRICAL /PLUMBING I hereby certify that I have read this application above information is correct. I agree to comply with ordinances and state laws relating to building construction, authorize representatives of this city to enter upon property for inspection proposes. IJ C A D A T Z dd„ddd Z APR BY BUILDING ADDRESS ARCEL TRACT BLOCK/PAGE LOT/PARCEL O W N E R NAME. / / 4'`j / . ,e9 y % // t-- w MAR IN ADDRESS CITY STATE /ZIP Signature -of Applicant or Agent Date circle one) AGENT FOR: CONTRACTOR OWNER C 0 N T A C T 0 R I hereby affirm that I am licensed under the provisions -of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect LICENSE R / / 1 -.I -7 a CITY BUSINESS 2 AND CLASS (-, 1`; / „) NAME 4':: Gj,/'Vl t,r1G.. Y AGENTS ADDRESS MAILING / ,,.(.. 1 ' (c' cr[ e.ysi vC's'} G- 1ADDRESS9 /5.1 - street city state zip CITY STATE /ZiP PIIONE 5; -->-) 0/ c',4 C f% C%Z1i ei ,i y1 /»t CONTRACTOR'S SIGNATURE ELECTRICAL Quan PLUMBING Quan MECHANICAL Quan New Res. Multi Family / SQ. FT. Fixture or Trap F.A.U. / Furnace / Ducts / Vents New Res. Single Family / SQ. FT. Building Sewer F.A.U. / Furnace / Misc. /> 100000 Pool Electric System, Private Rain Water System per Drain Floor Furnace / Vent Switches / 1st 20 Private Septic System Unit Heater / Wall Heater Switches / Over 20 Water Heater / Vent Install / Relocate / Replace Vent Receptacle Outlet / 1st 20 Gas Piping System 1 - 4 Outlets _ Ventilating Fan Receptacle Outlet! Over 20 Gas Piping 5 or More Outlets Evaporative Cooler Lighting Fixtures / 1st 20 Dishwasher Ventilating System Lighting Fixtures ! Over 20 Solar Tank Exaust Hood Residential Fixed Appliance / Outlet Solar Collector per Panel Fireplace Non Residential Appliance / Outlet Grease Trap / (Interceptor) Commercial Incinerator 100 200 Amp Service < 600V Install, Alter or Repair System Air Handler > 10000 CFM 200 1000 Amp Service < 600V Lawn Sprinkler System Air Handler < 10000 CFM Misc. Apparatus, Conduits, Etc. Backflow Device Smaller than 2" Fire Dampers - Signs Backflow Device Larger than 2" Registers s Sign Branch Circuit Floor Drain Compressor / Heatpump - 3 H.P. Busways! EA 100 FT Floor Sink Compressor / Heatpump 3 - 15 H.P. Temporary Power Service Water Service Compressor / Heatpump 15 - 30 H.P. Temporary Power Distribution System Alter or Repair Drain or Vent Fire Sprinklers per Building Compressor / Heatpump 30 - 50 H.P. Repair / Alter Misc. HVAC Motors ! Transformers Motors up to 1 H.P. Swirmming Pool Compressor / Heatpump Over 50 H.P. Motors / Transformers 1 - 10 H.P. Swimming Pool / Public Motors / Transformers 10 - 50 RP. Swimming Pool / Private Motors / Transformers 50 - 100 H.P. Water Heater / Vent Motors / Transformers > 100 H.P. Replace Piping Replace Filter Misc. Replace Gas Piping CITY OE :c L1 iI E LSI:I`IOFCE DREAM EXTREME CONSTRUCTION PERMIT APPLICATION 1 IDENTIFY YOUR BUILDING PROJECT Property Location or Address: Cnstrn #746, 29315 Central Avenue, Take Elsinore, CA 92532 This permit is to be issued in the name of the (_) Licensed Contractor or (_) the Property Owner as the permit holder of record who will be responsible and liable for the construction. Property Owner Information: Name Costco Wholesale Corporation Mailing Address 999 Lake Drive, Issaquah, WA 98027 Tel No 951.253 6030 Licensed Design Professional (Architect or engineer in charge of the project) Information: Name MG2. License No. 77432 Tel No 949 - 705 -0755 Mailing Address 18200 Von Karman Avenue, Suite 910, Irvine CA 92612 Description and valuation of work to be performed: Tenant Improvement - build out of quiet room within existing warehouse space 2 IDENTIFY WHO WILL PERFORM THE WORK (Complete either 2a or 2b) 2a — CALIFORNIA LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Contractor Name and Address: Harvey, Inc. 9455 Ridgehaven C t, S Ste 200, San Diego, CA 92123 License Class and No. Class B, 866177 Contractor Signature 2b — OWNER- BUILDER'S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contra to State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the a» plic.•ble item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to c:., ruct, 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 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. 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).): I, 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.). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). 1 of 2 I am exempt from licensure under the Contractors' State License Law for the following reason: By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner - builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http: / /www.leginfo. ca.gov /calaw. html. Property Owner or Authorized Agent signature Date 3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY 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. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have 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. Policy No. y,) I have 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. My workers' compensation insurance carrier and policy number are: Carrier Everest Nati Ins Co. Policy No 10120 Expiration Date 10/01/2015 Name of Agent Cavignac & Associates Tel No 619- 234 -6848 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address 4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify to each of the following: I am (2j a California licensed contractor or (_) the property owner or (_) authorized to act on the property owner's behalf * *. I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above - identified property for inspection purposes. requires separate verification form California Licensed Contractor ,r•11perty Owner* or Authorized Agent * *: * *requires separate authorization form Signature Date 8.27.2015 2 of 2 CITY OF ice. LAKE 5LSITTIORJT-' BUILDING & SAFETY 130 South Main Street Lake Elsinore Ca. 92530 DREAM EXTREME ler PERMIT PERMIT NO: 15- 00002460 DATE: 9/22/15 JOB ADDRESS • 29315 CENTRAL AVE DESCRIPTION OF WORK . : ALTER COMMERCIAL /INDUSTRIAL OWNER CONTRACTOR LAKE ELSINORE MARKET PLACE HARVEY, INC. 29273 CENTRAL AVENUE SUITE B 9455 RIDGHAVEN CT LAKE ELSINORE CA 92530 SAN DIEGO CA 858- 679 -4000 LIC EXP A.P.# . . . . . : 377 - 040 -027 2 SQUARE FOOTAGE . : OCCUPANCY . . . : OFFICE, RESTAURANTS, MISC GARAGE SQ FT . . : CONSTRUCTION . . . TYPE V 1 HOUR FIRE SPRNKLR . . . VALUATION . . . : 930 ZONE 92123 0 /00 /00 0 0 C -2 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45.00 5.00 X 2.7500 VALUATION 13.75 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1.00 X 1.0000 SWITCHES / 1ST 20 1.00 2.00 X 1.0000 RECPT,OUTLET / 1ST 20 2.00 1.00 X 1.0000 LIGHTING FIXTURES /1ST 20 1.00 MECHANICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1.00 X 6.5000 INSTL /RELOCATE /REPLC VENT , if 6450 1.00 X 6.5000 REGISTERS 6x50 1 r I. PLUMBING PERMITS 'i`1' QTY UNIT CHG ITEM BASE FEE 1.00 X 8.7500 FIXTURE OR TRAP 1.00 X 11.0000 WATER HEATER OR VENT 1.00 X 8.7500 FLOOR DRAIN CHARGE 3b o-00 16 ;75 1P- ;p,0, ,.',1 P ;_,t7;, ui 4' FEE SUMMARY CHARGES PAYD PERMIT FEES DUE 00 U7 1 rc BUILDING PERMIT 58.75 58.75 CONTINUED ON NEXT PAGE * ** City of Lake Elsinore Building Safety Division Post 111 conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: Please read and initial L I ant Licensed under the provisions of Business and professional Code Section 7000 et seq. and my license is in full force. 2. has owner of the properly,or my employees whvages as their sole compensation will do [hc work. and the structure is not intended or offered for sale. 3. 1 as owner of the property,mn exclusively contracting with licensed contractors to construct the project. 4. 1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance or a certified copy thereof S. I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall he deemed revoked. EL01 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO1 Rough Septic System S W01 On Site Sewer BP05 Floor Joists BPO6 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall & Pro -Lath PLO3 Rough Plumbing ELO3 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric / T -Bar MEDI Rough Mechanical ME02 Ducts, Ventilating PLO4 Rough Gas Pipe / Test PLO? Roof Drains BP 10 Framing & Flashing BP12 Insulation BP 13 Drywall Nailing BP11 Lathing & Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool & Spu Approvals Date Inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval required prior to the SPO2 IX Gas Piping building being released by the City SP03 Pool Steel Rein. /Forms Dote Inspector S1'04 Pool Plmb. /Press'mc Test Fire SP05 Pre-Curate Approval EVMWD SPO6 Rough Pool Electric Finance SP07 Pool Fence /Gates /Alarms Engineering SPO8 Pre - Plaster Approval TUMF SP99 Final Pool / Spa Planning /Landscape CITY LARY: 5LSTNORJT: BUILDING & SAFETY DREAM EXrREMETM 130 South Main Street lir PERMIT Lake Elsinore Ca. 92530 PERMIT NO: 15- 00002460 DATE: 9/22/15 PAGE 2 JOB ADDRESS • 29315 CENTRAL AVE DESCRIPTION OF WORK . : ALTER COMMERCIAL /INDUSTRIAL ELECTRICAL PERMIT MECHANICAL PERMIT PLUMBING PERMITS OTHER FEES PROF.DEV.FEE 3 TRADES PLAN RETENTION FEE SEISMIC OTHER GREEN BUILDING FEE 1 PLAN CHECK FEES 34.00 43.00 58.50 15.00 11.32 50 1.00 44.06 34.00 43.00 00 15.00 11.32 50 1.00 44.06 00 00 58.50 00 00 00 00 00 TOTAL 266.13 207.63 58.50 SPECIAL NOTES & CONDITIONS TI -BUILD OUT OF QUIET ROOM WITHIN EXISTING WAREHOUSE AT COSTCO REVISION - ADDING SINK, WATER TANK, DRAIN 10/21/15 City of Lake Elsinore Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: Please read and initial • l_ I am Licensed under the provisions of Business and professional Code Section 7000 et seq. and my license is in full force. 2. I as owner of the property,or my employees w/wages as their sole compensation will do the work and the structure is not intended or offered for sale. 3. I as owner of the property,am exclusively contracting with licensed contractors to construct the g j project. 4. I have a certificate of consent to selfinsure or a certificate of Worlcers Compensation Insurance or a certified copy thereof. 5. I shall not employ any person in any manner so as to become. subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall he deemed revoked. ELO I Temporary Electric Service PLO I Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO! Underground Water Pipe SSO 1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall & Pre -Lath PLO3 Rough Plumbing EL04 Rough Electric Conduit El 04 Rough Electric Wiring EL 05 Rough Electric / T -Bar MEO I Rough Mechanical ME02 Duets, Ventilating PL04 Rough Gas Pipe / Test PI 02 Roof Drains BP 10 Framing & Flashing BP13 BP13 rywall NailingDrywall B'11 lathing & Siding PL ,99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Final Signatures re Certificate of Occupancy for Single Family Residence Code Pool & Spa Approvals Date inspector OTIIER DIVISION RELEASES SPOT Electric Conduit UG De.arttnent Approval required prior to the SPO2 UG Gas Piping building being released by the City SPO3 Pool Steel Rein./Forms Date Inspector SPO4 Pool Oath /Pressure Test Fire SPOS Pre- Gunity Approval EVMWD SPO6 Rough Pool Electric Finance SPOT Pool Fence /Gates /Alarms Engineering SP08 Pre - Plaster Approval FUME SP99 Final Pool / Spa Planning /Landscape CITY OF LS I II_O RTA DREAM EXTREME:,rr APPLICATION FOR PERMIT ELECTRICAL / PLUMBING / MECHANICAL I hereby certify that I have read this application and state that the above information is correct. I 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. tan te ft-cf Signature -of Applicant or Agent Date circle one) AGENT FOR: CONTRACTO OWNER AGENTS NAME AGENTS ADDRESS w Tel c street 911v5 e4t -, .ei Sin d zip ey 223 city state ELECTRICAL New Res. Multi Family / SQ. FT. New Res. Single Family / SQ. FF. Quan Pool Electric System, Private Switches / 1st 20 Switches / Over 20 Fixture or Trap Receptacle Outlet / 1st 20 Building Sewer APR BUILDI TRACT 0 W N E R C 0 N T K A C T 0 R 130 South Main Street BLOCK/PAGE APPLICATION q APPLICATION DATE. BY: R 1 1 LOT/PARCEL S 51'y ire M lrk,( f" IItrz MAILING 2.. C. 7 PH ,NeE0 'ai l /7-'c /46 ADDRESS enc3a NAME STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. COSTCO WHOLESALE (#746) 29315 Central Avenue Lake Elsinore, CA STRUCTURAL CALCULATIONS FOR QUIET ROOM REMODEL rcir : 01-} Mrw P•za Code: 2013 California Building Code (2012 IBC) Seismic: Ss = 2.248, SDS = 1.499 Si = 0.893, SDI = 0.893 Seismic Design Category "E" August 21, 2015 ENW Project No. 04045010 0 0 0 0 0 0 0 0 0 0 00 0 9725 Third Avenue NE . Seattle, WA 98115 o 206.525.7560 . fax 206.522.6698 www.engineersnw.com i 1F ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS y 9725 THIRD AVE NE, SULTE 207, SEATO.E, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # 194° 4-C° °I PROJECT r Ln LAKE Ek i no re-, CA (# 74"6) DATE SUBJECT SHEET OF By M X0.13 CA rni`tA, co IBC Ad re4 lc Cem trot Elsinvve Ave n CA latitude on3 'lode 33, 6 96 444- 11 7 339 7 Is S 2 2 48 SOS 8 -9 3 Spl 4 893 F This PEA cu1cu des' vi of on r, F' act C ESIVI C NA 5 t f pn oaf fael owt d 1 e J SEA vesign maps summary Keport http: / /ehpl- earthquake. cr. usgs .gov /designmaps /us /summary.php ?temp. USW Design Maps Summary Report User - Specified Input Report Title Costco Lake Elsinore, CA Fri August 29, 2014 23:41:02 UTC Building Code Reference Document 2012 International Building Code which utilizes USGS hazard data available in 2008) Site Coordinates 33.69644 °N, 117.3398 °W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I /II /III USGS- Provided Output Ss = 2.248 g Sl = 0.893 g SMS = 2.248 g S 1.339 g S0S = 1.499 g SD1 = 0.893 g For information on how the SS and Si values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 2.80 2.07 1.84 1. OI' 1. 1.1 0.9 0.6 0.4 0.2 0.00 MCER Response Spectrum 1 Design Response Spectrum 1.50 0,00 0.20 0.40 0.60 0.60 1. Period, T (sec) 1.0 0. 10 o. In 0.60 0.45 0.3 0.15 0. 0 1.94 1.90 2.00 0.04 0.20 4.d4 0. r,0 4.80 1.00 1.20 1.40 1.a0 1.00 Period, T (set) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject- matter knowledge. 2 I of 1 8/29/2014 4:41 PM ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SENILE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # o Of v o 0 PROJECT DATE SUBJECT SHEET OF BY cei 1 ng To is fi PCS) n X I s/ 8 1.6 G-A Joky- 2,22 4- l T- brf, avop 48 o, c, a• S Lt srttn re S of psf 3 PSG 7 67 4 4- Project: Model: 2007 NASPEC P1 7, LL Date: 6/16/2015 R1 7.67 ft Point Loads P1 Load(lb) 200 X- Dist.(ft) 3.84 Section : 8005162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 lb Unif Ld lb /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 471.7 0.154 471.7 None 1560.4 0.302 0.025 L/3635 Distortional Buckling Check K -phi Lm Brae Ma -d Mmax/ Span lb -in /in (in) Ft -Lb Ma -d Center Span 0.00 92.0 2734.3 0.173 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 146.0 1.00 574.6 1005.5 0.0 0.13 No R2 146.0 1.00 574.6 1005.5 0.0 0.13 No P1 200.0 1.50 1377.7 2273.2 471.7 0.17 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor V/Va M /Ma Unstiffen Stiffen R1 146.0 0.0 1.00 0.07 0.00 0.00 NA R2 146.0 0.0 1.00 0.07 0.00 0.00 NA P1 100.1 471.7 1.00 0.05 0.15 0.03 NA ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD Ave NE, SUITE 207, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY ate tsiln 6f- ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * " * ASCE 7 -10 Seismic Loads per ASCE 7 -10- Chapter 12 Seismic Design Requirements for Building Structures Input Cells = Project Number: Project Name: Location: Design By: 2012 IBC Section 16131 ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7 -10 (U.N.O.) Basic Seismic Force Resisting System = Basic Seismic Force Resisting System = Is diaphragm considered flexible? = Structural height, h, = Ss = SI = TL _ Site Class (soil) = Risk Category = Top of wall elevation (parapet) = Elev. of top of wall lateral support (max.) = Elev. of top of wall lateral support (min.) = Regular structure < 5 stories ? = Site Coefficient, F, = Site Coefficient, F, _ 5M8 = 5M1 S09 = SDI = Seismic Design Category (SDC) = To = T, = C, = Period, T = 5, = Response Modification Coefficient, R = System Overstrength Factor, 00 = Deflection Amplification Factor, Cd = Importance Factor, le = Detailing Reference Section = Cs calc = Cs max = Cs min = Cs use = Input SHEET OF A18. Light -frame (cold- formed steel) wall systems using flat strap bracing BWS YES 12 2.248 0.893 12 D I I 12 12 12 YES Bearing Wall Systems ft spectral response acceleration at a period of 0.2s for Site Class B spectral response acceleration at a period of 1.0s for Site Class B Long - period transition period Table 1.5 -1 ft ft (roof high point- minimum parapet) ft (roof low point- maximum parapet) Section 12.8.1.3 Output 1 Table 11 -4.1 1.5 Table 11 -4.2 1.5 Eqn 11.4 -1 1.34 Eqn 11.4 -2 1 Eqn 11.4 -3 0.893 Eqn 11.4 -4 E Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.179 Section 11.4.5, 0.2Sd1 /Sds 0.893 Section 11.4.5, Sd1 /Sds 0.02 Table 12.8 -2 0.129 sec, Section 12.8.2.1 (Eqn 12.8 -7) 0.832 Section 11.4.5 (Eqns 11.4 -5, 11.4 -6, 11.4 -7) 4 Table 12.2 -1 2 Table 12.2 -1 3.5 Table 12.2 -1 1 Table 1.5 -2, by Risk Category 14.1 0.25 Section 12.8.1.1, Eqn 12.8 -2 1.731 Section 12.8.1.1, Eqns 12.8 -3 & 12.8 -4 0.112 Section 12.8.1.1, Eqns 12.8 -5 & 12.8 -6 Section 12.8.1.1, Eqns 12.8 -2 - 12.8 -6 W (LRFD) Section 12.8.1, Eqn 12.8 -1 0:175 ` W E„= 0.2 *D = +1- S05 D (Eqn 12.4 -4) - May be zero for proportioning foundations, ASCE7 -10 Seismic Loads.xlsx EQ E . ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT DATE SUBJECT SHEET OF 7 BY Use cint r01/4 G)11,15 0,2 LRFP irvw Suers e othr t z laud DL 0 Z S hea r Cs P If cep Una 6 PL t skier. p'f 5h emir tee n I It ft on Pt t INPUT = Job No.: ENGINEERS- NORTHWEST, INC. P. S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 96115 AISI 2007 DESIGN OF AN X- BRACED METAL STUD SHEARWALL Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Sim Project: Wall MK: SHEET of REV. 12/05/11 Notes: • All analyses per 2007 AISI Standard for Cold- Formed Steel Framing Analyses do not include wall design for gravity loads or out-of -plane lateral. These need to be evaluated separately. short -eta wails DESIGN DATA V 20 GA. DBL WALL STUD Ty= 1220 lbs 16 GA. STRAP TsmpP= 1364 lbs Aill DESIGN DATA ASD or USD Design: Wind or Seismic: p= R= SDS = Cs = 0.250 [USD] DE— 2.0 V = 179 lbs [USD] WD = 0 plf [ASD] w'sw = 7 psf tstud = 33 mils tract, = 54 mils tgusset plate 54 mils tatrap = 54 mils trap = 2.0 - -_. in Screw Size = #8 h= ew = 6.0 ft G1D = in eHD= 5.6 ft WALL DESIGN OUTPUT Tow = 1364 lbs [USD] In/yield = 5871 lbs [USD] Tn)traatare = 5317 lbs [USD] Therefore, Strap Design Okay HOLDDOWN OUTPUT 5: ( ASD ALT LOAD COMBO 0.9D t 2,074 (s)#s SCREWS (Mw.) MOT = Vh = 2,074 Ib -ft [ASD] 4) #85CREWS(MIN.) HD= 504 lbs [ASD] 2)#8 SCREWS (MIN.) PDL= 0 lbs [ASD] 18 GA. GUSSET PLATE X =,'.ft Tx= 610 lbs TE = 368 lbs [ASD] TUPLIFr = 176 lbs [ASD] Use Simpson S/L7720 Holddown w/ Tallow = 1200 lbs fASDJ 16 GA. BOTTOM TRACK S Mil Stud Shearwall w X- Bracing 7/13/2015 Copytof AISI 2007 Light Framed Shearwall Design_Short Walls.xisx ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY d' ev ion 7__ frS f c f a C Z NA z6 seX P 3 c r C5t tA1 o,7-CK /a6 — 3) I s hear ph 1,4 z z 3 stf 78 INPUT = Job No.: ENGINEERS - NORTHWEST, INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 AISI 2007 DESIGN OF AN X- BRACED METAL STUD SHEARWALL Property of Engineers Northwest, Inc., Seattle - Use by others unlawful " '"" Project: Wall MK: SHEET of REV. 12/05/11 0 Notes: "All analyses per 2007 AISI Standard for Cold- Formed Steel Framing I 0 flier Wert 11C Analyses do not include wall design for gravity loads or out-of -plane lateral. These need to be evaluated separately. DESIGN DATA V WD 20 GA. DBL WALL STUD DESIGN DATA ASD or USD Design: Wind or Seismic: p= R= SOS = Cs = 0.250 [USD] DE= 2.0 V = 378 lbs [USD] wo = 6 plf [ASD] wsw _ ..... 7 psf tstud = 33 mils tvacg = 54 mils tgusset plate= 54 mils ts(rep = U mils wsvap = 2.0 in Screw Size = _ #8 h = 12.0 fw = 14.0 ft Gm = 4.3 in GO= 13.6 ft WALL DESIGN OUTPUT Tsvap = 1770 lbs [USD] Tv= 1152 lbs (Tn)yieid = 5871 lbs [USD] Tsmnv = 1770 lbs (Tn)tracture = 5317 lbs [USD] 16 GAL STRAP Therefore, Strap Design Okay HOLDDOWN OUTPUT S a ( ASD ALT LOAD COMBO 0.9D ± E/1.4) ( 5)68 SCREWS(MIN) MOT =Vh= 4,500 lb-ft [ASD] 5)#B SCREWS (MIN.) Ho= 1260 lbs [ASD] 4)68 SCREWS (MIN.) IDOL = 0 lbs [ASD] 16 GA. GUSSET PLATE x= ft Tx = 1344 lbs TE = 330 lbs [ASD] TuPLIFT = -149 lbs [ASD] N /A w/ Tallow = 0 lbs (ASD] 16 GA. BOTTOM TRACK Mtl Stud Shearwall w X- Bracing 7/13/2015 Cbpsi of AISI 2007 Light Framed Shearwall Design_Long Walls.xlsx HTT, S /LTT & S /HTT Tension Ties The I-ITT and S /HTT is a single -piece formed tension tie —no rivets, and a 4 -ply formed seat. No washers are required. The S /LTT, S /HTT and HTT Tension Ties are ideal for retrofit or new construction projects. They provide high- strength, post - pour, concrete -to -steel connections. Material: S /HTT14, HTT4, HTTS — 111 mil (11 ga) S /LTT2OB — Strap: 97 mil (12 ga); Plate: 229 mil (3 ga) Finish: Galvanized. Installation: Use all specified fasteners. Use the specified number and type of screws to attach the strap portion to the steel stud. Bolt the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. Do not install S /LTT20 raised off of the bottom track. Gallery: W roll over images below to see larger image HITS S /LTT20 HTT4 similar) S /HTT14 www.strongtie.com if Load Table Gallery of images Code Reports Drawings Related Categories Technical Bulletins Fliers Engineering Letters Help for downloads top Typical HITS Installation as a Holdown UPDATE SEPT. 2009: S /HTT14 is now being manufactured with different tooling. This hat caused some minor dimensional changes in the part The images above have been updated to reflect these changes, as have the DWG and DXF drawings below. Load Table: See code report listings below top It Available with additional cwmsion protection. Check with Simpson Strong- Tie. Dimensions Fasteners Stud ASD (MED i _ Member - r --...__. , Nominal Found. Stud Thickness Tension Tellslon iDelleellon TensionReflection W N CL Anchor at ASD at LHFD Load, Diameter Fasteners mil (ga) Load Load' loa toada 2 20 t 1?z ?, B 010 33 (20ga) 1200 0.125 1890 0.250 4625 16 - 110 _ 33 (20ga) ; 2775 0.108 , 4430 L 0:172 . • 6900 2 -33 (2.20ga) 3850 0.125 6700 i 0250 ' 11590 33 120ga) 3180 0.104 4770 0 187 8215_ 2-33 (2 -20ga) 4395 0.125 6675 0.250 11835 43 (18gal 4240 0.125 6505 L 0,250 11585 2 -43 (2 -18ga) 4670 : 0.125 6970 ! 0.250 , 12195 I 1-54 (1.16gal ; 4150 , 0.125 6425 ; 0.250 , 12365 S /HTT14 21/z 16 114 214 112% i 1 rn ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 2- 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 --6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY CeiI' B C.1ne 71 4 6-ft 66; 8 D 179 4 SS 3 8 37 8 66 8 412 4 Use 8 68 s s 2(g x? 36 ENGINEERS NORTHWEST, INC., P.S. SHEET OF 9725 THIRD AVE NE, SUITE 207 SEATTLE, WA 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * * 2001 AISI SPECIFICATION PROVISIONS FOR SCREWS Steel Sheet Properties Gauge Mils Design Thickness (in) Fu (ksi) 25 18 0.0188 45 22 27 0.0283 45 20 33 0.0346 45 18 43 0.0451 45 16 54 0.0566 65 14 68 0.0713 65 12 97 0.1017 65 10 118 0.1242 65 13 TABLE ASSUMES THAT CONNECTED MEMBERS ARE THE SAME THICKNESS MINIMUM VALUES FOR EDGE DISTANCE & o/c SPACING ARE BASED ON VALUES FOR 1.5d & 3d, RESPECTIVELY SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER DESIGN STRENGTH [ASD] FOR TWO DIFFERENT THICKNESSES (POUNDS) SCREW SCHEDULE ASD DESIGN VALUES (POUNDS) Ga SCREW DIA(in.) GAUGE HEAD = 16 HEAD = 16 1/4 0.25 12 0.216 12 0.216 8 0.164 10 0.19 SHEAR TENSION 8 0.164 SHEAR TENSION 6 0.138 SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION 25 (18 mils) 81 60 75 52 71 46 66 39 60 33 22 (27 mils) 150 90 139 78 131 69 121 59 111 50 20 (33 mils) 203 110 188 95 177 84 164 72 132 61 18 (43 mils) 302 144 280 124 263 109 244 94 132 79 16 (54 mils) 613 261 501 225 324 198 268 171 132 144 14 (68 mils) 651 328 501 284 324 249 268 215 132 181 12 (97 mils) 651 468 501 405 324 356 268 267 132 258 10 (118 mils) 651 572 501 494 324 365 268 267 132 267 Min edge dist. = Min o/c spec. = 0.375 0.750 0.324 0.648 0.285 0.570 0.246 0.492 0.207 0.414 TABLE ASSUMES THAT CONNECTED MEMBERS ARE THE SAME THICKNESS MINIMUM VALUES FOR EDGE DISTANCE & o/c SPACING ARE BASED ON VALUES FOR 1.5d & 3d, RESPECTIVELY SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER DESIGN STRENGTH [ASD] FOR TWO DIFFERENT THICKNESSES (POUNDS) THICKNESS OF MEMBER IN CONTACT WITH SCREW THICKNESS OF MEMBER NOT IN CONTACT WITH SCREW Ga Mils Inches 54 = 0.0566 54 = 0.0566 HEAD = 16 HEAD = 16 1/4 0.25 12 0.216 10 0.19 8 0.164 6 0.138 SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION 613 261 501 225 324 198 268 171 132 144 6/16/2015 AISI 2001 Cold Formed Steel Connections.xlsx