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HomeMy WebLinkAbout2819 LOKER AVE E; ; CB990845; PermitCom<;!rc~t1~::~:~~~ermit Permit No: CB990845 v! ': Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Building Inspection Request Line (760) 438-3101 2819 LOKER AV EAST CBAD Tl J~.!'1> Sub Type: 2090838T6tr Lot #: $1,200.00 Construction Type: Reference #: DOS GRINGOS MECHANICAL ROOF SCREENING COMM 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 03/05/1999 JM 03/18/1999 03/29/1999 Applicant: CHINN JAMES 206 Owner: REAL EST LTD PA~ftJiM.~99 0001 01 02 2010 JIMMY DUARENTE BLVD DEL MAR CA 92014 619-7 55-5863 Total Fees: $116.55 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee $0.00 OP CON C INC C-PRMT 98p2l. , , #100 Master Drainage Fee: Sewer Fee: TOTAL PERMIT FEES $98.21 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $116.55 lnspector:d IJ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 vD1~~0{ ,PERMIT APPLICATION FOR OFFICE USE O* s; . PLAN CHECK NO. :/./5 CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Validated By __ ~,...'--C.-4r::!"'-~7""~';,,--" Date __________ ..._.,._~'t--t- Total # of units ~l~4 Description of Work SO. FT. #of Stories # of Bedrooms # of Bathrooms 2. CONTACT PERSON (If dl=m applicant) -tJ /Z ,JA'.1~ ~Nt-1 'Zo1o'S\1111ry ~*-~ ~ tPdttM-;,CA,er2014{et~J 7J5'-s&:J Name Address City State/Zip Telephone # Fax # 3. APPLICANT O Contractor O Agent for Contractor '5'POwner O Agent for Ol(IIJ1er {A'.?5 G,?tJ.-K;0 s m~ UJfC-gx_ Ave: f'.Aff "14-2-C:.Aeu6m q2oz er q31-&:zctp Name Address City State/Zip Telephone # Name PROPERTY OWNER L~Ac_y CA 92/2J 4. Address City State/Zip Telephone# 5. CONTRACTOR • COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, 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)). Name State License # ---------- Address License Class---------- City f.~t11/Zip, OS ...,, Te)ePh~ne # City Business licen-;~ II · ' .,. " T 02 18-34 Designer Name Address City State/Zip Telephone State License # ---------- 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date _______ _ ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: 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. 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. SIGNATURE---------------------------------::- 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's license Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(sl licensed pursuant to the Contractor's License Law). 0 I am exempt under Section------Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number I contractors license number):------------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): __________________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE _________ _ COMPLETE THIS SECTION FOR NON-RESIDENnAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS ________________________ _ 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY ANO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official un r the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such perm· 1 not commenced w· i 36 days from the date of such permit or if the building or work authorized b such permit is suspended or abandoned at any time afte th mmen d f r a i d of.:180 days (Section 106.4.4 Uniform Building Code). J _ APPLICANT'S SIGNATURE DATE "7 I .J .....:;_..=c.=--~---'--------- PINK: Finance City of Carlsbad Inspection Request For: 8/17/99 Permit# CB990845 Title: DOS GRINGOS Description: MECHANICAL ROOF SCREENING Sub Type: COMM Type:TI Job Address: 2819 LOKER AV EAST Suite: Lot 0 Location: APPLICANT CHINN JAMES Owner: W H C B O REAL EST LTD PARTNERSH Remarks: FINAL ROOF SCREEN INSP Total Time: CD Description Act Comments Inspector Assignment: Phone: 7609437727 Inspector: /};J Requested By: JOHN Entered By: CHRISTINE 19 Final Structural j\ f /i -------------------- Inspection History Date Description Act lnsp Comments EsGil Corporation 'l.n Partnersliip Witli (jovernment for 'Buiftfing Safety DATE: 3/ 15/99 ~CANT ~ JURISDICTION: Carlsbad D PLAN REVIEWER D FILE PLAN CHECK NO.: 99-845 SET:I PROJECT ADDRESS: 2019 loker Ave. East #2 PROJECT NAME: Dos Gringos Roof Equipment Screening • The plans transmitted herewith substantially comply with the jurisdiction's building codes. D D D D D • D D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person REMARKS: By: Mike Puckett Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/8/99 trnsmtl.dot 9320ChesapeakeDrive,Suite208 + SanDiego,Califomia92123 + (619)560-1468 + Fax(619)560-1576 , Carlsbad 99-845 , 3/15/99 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 99-845 OCCUPANCY: B/S/F TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/ 15/99 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office/Warehouse/ Mfr ACTUAL AREA: No Change STORIES: 1 HEIGHT: OCCUPANT LOAD: No Change DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/8/99 PLAN REVIEWER: Mike Puckett This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 USC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 99-845 3/15/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-845 PREPARED BY: Mike Puc:kett DATE: 3/15/99 BUILDING ADDRESS: 2019 loker Ave. East #2 BUILDING OCCUPANCY: B/S/F TYPE OF CONSTRUCTION: VN BUILDING PORTION ...,'"' LDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) Roof Equip. Screen NA See Comments See Comments Air Conditioning Fire Sprinklers TOTAL VALUE See Comments D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $ D 1994 UBC Plan Check Fee • Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 43.58 Comments: Esgil Fee=% hr. at $87.15/hr.= $43.58 Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENGINEERING APPROVALS PERMIT NUMBER CB <7°{ tl{J. DATE 3,-r 2 --YCf ADDRESS 2. D. 7 i i~ o (Cq Avt -------~ --,,,,.--------------/. r--·---.. -----~--- .RESIDENTIAL / TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR < < $10,000.00) OTHER ;t1 ec ~""' <' eo.f 5cvee ..... 7 , PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDINC DATE 5 -(Z -rf DATE J }21)1/ ---+-1 _..i.-.-..;. __ _ PRGY2.E46145 -Motors -Component -® ONLINE CERIIEICAIIQNS DIRECTORY PRGY2.E46145 Motors -Component Page Bottom Motors -Component See General Information for Motors -Component BALDOR ELECTRIC CO 5711 R S BOREHAM JR ST FT SMITH, AR 72901 USA Page I of2 E46145 Brush type motors, Spec. Nos. 33, 34, 35, 36 with or without one suffix letter A-V incl., followed by one to four digits 1-9999 incl., with or without one suffix letter W-Z incl., followed by one to four digits 1-9999 incl., with or without suffix letter A-Z incl., followed by one digit 1-9 incl. Spec Nos. 24PM,25PM. Spec Nos. 2308P, 2314P, 2318P. Frame No. 115, 120, 125, 130 or 135 followed by three or four alpha characters. Brushless type motors, Spec Nos. 33, 35, 37 with ·or without one suffix letter A-V incl., followed by one to four digits 1-9999 incl., with or without one suffix letter W-Z incl., followed by one to four digits 1-9999 incl., with or without suffix letter A-Z incl. Frame 25 AC Motors, Model 24 followed by 08-24 incl., followed by C, M, Sor L; Spec No. 24 followed by one to four alpha numeric digits, followed by W, followed by 001-999 incl., followed by Gl-G999 incl. Model No. 25 followed by 08-28 incl., followed by C, M, S, L; Spec No. 25 followed by one to four alpha numeric digits, followed by W-2, followed by one to four digits 1-999 incl. Motors, Frame Nos. 10, 20, 30. Frame Nos. 72, 73, 74. Motors, Spec. Nos. 05, 06, 07, 17, 19, 33, 34, 35, 36, 37, 75, 76, 77 with or without one suffix letter A-Z incl.; followed by one to four digits 1-9999 incl., with or without one suffix letter A-Z incl., followed by one to four digits 1-9999 incl., with or without suffix letter A-Z incl., followed by one digit l-9 incl. Spec. No. 024-30933 followed by -001, -002, -003 or -004. Spec. Nos. 09, 10, 39 or 40 followed by a one to four digit number, 1-9999 incl., with or without one prefix letter A-v incl., followed by a one to four digit number 1-9999 incl., with or without one prefix letter W-Z incl., may be followed by a suffix letter A-Z incl., followed by a number 1-9 incl. Frame Nos. 87, 95 or 97 followed by B, C, D, E, JK, PSL, PSLH, PSS, PSM or PSSH, followed by XX. Specification Nos. 12, 14, 16, 18, 42 followed by a one to four digit number 1-9999 incl., with or without one prefix letter A-V incl., followed by a one to four digit number 1-9999 incl., with or without one prefix letter W-Z incl., may be followed by a suffix letter A-Z incl., followed by one digit 1-9 incl. Models CSSM3538, -3542, -3554T, -3.58T, -3611T, -3615T, -3710T, -3714T. Motor part sets, Cat. Nos. 72P, 73P, 74P. (J::>O '6- http :/ I database. ul .com/ cgi-bin/X YV /template/LI SEXT 11 FRAME/ showpage .html ?name=PR... 5/2/2008 PRGY2.E46145 -Motors -Component Page 2 of2 Permanent magnet brushless AC servo motors, Spec No. 51, 52, 53, 54, 55, 56 followed by P, followed by 3 or 4 numeric characters, followed by W, followed by 3 or 4 numeric characters, may be followed by G and a single numeric characters; Model No. BSM followed by 50, 63, 80, 90 or 100. Permanent magnet brush type DC servo motor, Spec. No. 52, 53, 54 or 55 followed by three numeric characters, followed by three numeric characters, followed by one numeric character, may be followed by GZ. Switched reluctance motor, Spec No. V followed by a single number 3-7 incl., followed by a single letter and three digits, followed by a single letter and three digits, may be followed by a single letter and single digit. (Universal) AC/DC motors, 23 Series; 23 followed by additional alpha-numeric digits. Model Series 23 followed by additional numbers and letters. Marking: Company name, tradename "BALDOR" or "E46145", and frame or motor spec. designation. Last Updated on 2007-10-17 Questions? Notice of Disclaimer Page Top Copyright© 2008 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright© 2008 Underwriters Laboratories Inc.®" http://database.uJ.com/cgi-bin/XYV/template/LISEXT/lFRAME/showpage.html?name=PR... 5/2/2008 Products: AC Motors: VM7002A: Baldor Electric Company, a leader in energy efficient e... Page 1 of 1 BALDOR General Information Specjfic,cJtions Performance Data C>rawings Prod!J!:_t LJt.ern_t!.lre More Information Whe_re_ To. ~!JY -' Baldor Sales Offices <I Return to List Product Quick Search VM7002A I\.C: __ illloton~ I Explosion Proof I ~ ~ Specifications: VM7002A Catalog Number: Specification Number: Horsepower: Voltage: Hertz: Phase: Full Load Amps: Usable at 208 Volts: RPM: Frame Size: Service Factor: Rating: Locked Rotor Code: NEMA Design Code: Insulation Class: Full Load Efficiency: Power Factor: Enclosure: Baldor Type: DE Bearing: ODE Bearing: Electrical Specification Number: Mechanical Specification Number: Base: Mounting: VM7002A 34-5336-5723 .33 208-230/460 60 3 1.8-1.6/.8 1.8 1725 56( 1.00 40C AMB-CONT L B B 67 57 N/A 3413M N/A N/A 34WG5723 34-5336 N Fl * For certified information, contact your local BilLctocoffi_c:g. !Jaidor Baldor Electric Cornpany ls an e,~ 1c1t Cippcitui it/ er-np!oye:·: Copyngbt t~., 2001-2008 Bak1cr Ek.:ctrk~ Cc,r:q:::c:r,i. :":ghts rese:ved. This site works best with Internet Explorer and Netscape 4.x and abi::nre. http://www.baldor.com/products/specs.asp? 1 = 1 &competitor=Reliance&catalog=VM7002A... 5/2/2008 (z) tYI ~, I I i+ "" -= L X 6 X 16 . == ,,, 1Y/L:::Cr/ / 0t=!EN [}l:5ca1y1 po,; Ct,,e1~eos·· . ll/~!'1~ /to* /!t15, '::)~7ZFtJ WILL ..St/Prver OVEIZ r.::/oue,---/11 itJ AX!f1l LOAD \J>Z//TH 3 1 Sf'IW --f l57f1;1 v<J;A//;) LZ:'-AP 6?AlJ IS ()A/Lr (3 1 .. I SE=c Arr,.4ct1.GD C~'A/2T f SHuP D~l+WlA/ep 1-=~olY( C;:owNee SH1:1:r l>(~"1"Ac_ . ,, /) ~ ....... TABLE NO. I 1.2.3•4.5•6 SECTION PROPERTIES ( continued) DIMENSIONS (IN.) UNREDUCED GROSS EFFECTIVE SECTION TORSION : FLEXURAL PROPERTIES SECTION PROPERTIES PROPERTIES SECTION DEPTH FLANGE PUNCH OUT THICKNESS WEIGHT AREA RESIST DESIGNATION GAUGE Ix Sx Iy AREA Ix Sx Iy MOMENT Xo J Cw Ro BETA --LxW --LD./FT. In.1 In.• ln.1 In ... in.' in.' In.' In.• rN. LBS. In. In.• In.' In. - 18-GAUGE -SERIES "WFS" PUNCHED WIDE FLANGE STUDS, 1-3/8" FLANGE L = 2.000 250WFS18Y° ---:_2,.-r71 J W= 0.750 0.74.5 0.243 0.247 0.198 0.047 0.199 0.203 0.142 0.033 2.806 -0.890 0.00018.5 0.0501 1.416 0.60.5 362WFS1(P 3-.5/8 0.878 0.297 0 . .571 0.322 0.053 0.192 0.469 0.224 0.032 4,427 -0.772 0.000226 0.1206 1.657 0.783 L = 3.2.50 400WFS18P .. 1-3/8 W= UOO 0.0478 18 0.93_9 0.315 0.723 0.368 0.0.54 0.192 0.589 0.253 0.031 4,996 -0.740 0.000240 0.1S22 1.750 0.821 600WFSl8P 6 1.193 0.410 1.939 0.651 0.060 0.204 1.484 0.407 O.o28 8,047 -0.609 0.000312 0.3951 2.297 0.930 800WFS18P 8 L = 4.250 1 . .518 0.506 3.928 0.998 0.064 0.218 2.826 0.562 0.027 11,105 -0 . .518 0.000385 0.7721 2.878 0.968 We 2.500 . 16-GAUGE --SERIES "WFS" PUNCHED WIDE FLANGE STUDS, 1-3/8" FLANGE 2.50W•c;!l 'ft L c 2.000 .• --W= 0.750 ~ 0.926 0.301 0.304 0,243 0.058 0.2.57 0.2.52 0.179 0.041 .5,347 -0.889 0.0003.59 0.0613 1.411 0.603 L28 /362WFS16P ~ 3-.5/8 00l98 ( \ 1.091 0.369 0.703 0.397 0.06.5 0.26.5 0 . .587 0.284 0.040 8,490 •0.771 0.000440 0.1479 1.6.50 0.782 r, 400WFS 16P 4 L = 3.2.50 16 j l.169 0.391 0.892 0.454 0.067 0.273 0.738 0.320 0.040 9,594 -0.739 0.000466 0.1868 1.744 0.820 W= 1 . .500 60vn.r"'IOr 6 ~ 1.48.5 0 . .511 2.400 0.806 0.074 0.302 1.870 0 . .518 0.036 1.5,.518 -0.607 0.000609 0.4861 2.290 0.930 800WFSl6P 8 L = 4.250 1.892 0.630 4.869 1.237 0.078 0.324 3.572 0.717 O.Q3.5 21,468 -0 . .516 0.0007.51 0.9511 2.870 0.968 W= 2.500 18-GAUGE -SERIES "SFS" PUNCHED STANDARD FLANGE STUDS, 1" FLANGE L = 2.000 250SFS 18P 2-1/2 W= 0.750 0.623 0.207 0.194 0.1.5.5 0.022 0.171 0.176 0.132 0.014 2,611 -0 . .574 0.000158 0,0210 1.166 0.7.58 362SFSl8P 3-.5/8 0.75.5 0.261 0.469 0.2.59 0.022 0.189 0.414 0.210 0.015 4,1.56 -0.485 0.000199 0.0.507 1.4.56 0.889 400SFSl8P 4 1 L = 3.2.50 0.0478 18 W= 1 . .500 0.817 0.279 0.596 0.298 0.022 0.204 0 . .523 0.238 0.01.5 4,694 -0.462 0.000212 0.0639 1 . .560 0.912 600SFS18P 6 1.070 0.374 1.63.5 0.H.5 0.024 0.238 1.346 0.384 0.016 7,.58.5 -0.368 0.00028.5 0.1649 2.138 0.970 800SFS18P 8 L z 4.250 1.39.5 0.470 3.423 0.8.56 0.02.5 0.2.5.5 2 . .59.5 0 . .532 0.016 10,.517 -0.307 0.000358 0.319.5 2.726 0.987 ,, W= 2.SOO 16-GAUGE -SERIES "SFS" PUNCHED STANDARD FLANGE STUDS, l" FLANGE L = 2.uvv ~ 250SFS16P 2-112 W= 0.750 0.772 0.257 0.237 0.190 0.024 0.212 0.218 0.166 0.018 4,956 -0 . .573 0.000306 0.025.5 1.160 0.756 n 362SFS16P 3-S/8 0.938 0.324 0 . .577 0.'319 0.027 0.234 0 . .516 0.26.5 0.019 7,944 -0.484 0.000386 0.0619 1.449 0.888 n1 400SFSl6P 4 I L = 3.2.50 0.0598 W= 1..500 16 1.016 0.346 0.734 0.367 0.027 0.2.57 0.6B 0.300 0.019 8,986 -0.460 0.000413 0.0781 1.553 0.912 SJ 600SFS16P 6 't " 1.334 0.466 2.021 0.674 0.030 0.330 1.692 0.487 0.021 14,.591 -0.367 0.000.5.55 0.2019 2.130 0.970 n 800SFS16P 8 L • 4.250 1.741 0,586 4.240 1.060 O.QJ I 0.JS8 3.273 0.678 0.021 20,28.5 -0.305 0.000698 0.3917 2.718 0.987 0 w-1.500 ' ..... . ' .... w HEIGHT SPACING ~~¥ ,,v .. DESIGNATION 400WFS16P 400WFS18P 600WFS16P 600WFS18P 800WFS16P 800WFS18P 2.50WFS16P 2.50WFS18P 362WFS16P 362WFSl8P 400WFS16P 400WFSl8P 600WFS16P 600WFS18P 800WFS16P 800WFS18P 250WFS16P 250WFSl8P 362WFSl6P 362WFSl8P 400WFS16P 400WFS18P 600WFSl6P 600WFS18P 800WFSl6P 800WFS18P ,.-... 16" 2,976 1 1,590 1 2,882 1 1,941 1 2,6.5.5 1 1,802 1 1,080 ' 270' 2,400 1 1,0.50 1 2,710 1 1,280 7 2,882 7 1,800 7 2,6::>5 1 1,802 ' 800' 2,090 7 740 I 2,420 1 990 7 2,882 1 1,600 1 2,65.5 1 1,750 1 8' 2"" 2,560 1 1,130 1 2,882 1 1,700 1 2,6.5.5 1 1,802 1 .540 10 1,800 1 4.50 I 2,140 1 700 I 2,780 1 1,410 7 2,655 7 1,620 7 250 " 1,380 1 40' 1,730 1 320' 2,.520 7 1,130 7 2",6.5.5 7 1,420 T ~ TABLE NO. IV 1.2.3.4,5,6,1.s.9.10 SERIES WFS" -PUNCHED WIDE FLANGE STUDS, 1-3/8" FLANGES ccoNTINUED) (Maximum Allowable Axial Loads In Pounds) 10' 12' l"' 16' 18' 16" 14" U" 16" . 2"" U" 16" 2"" U" 16" 2"" U" 16" ~ Pounds Per Square Foot Wind Load (C«ttinued) 2,370 7 1,730' 2,01g) 1,.590 ' 850' 1,350' 900' 180 IO 790" 450 IO 390 10 1 00() • ............ -810 1 400' 3.50' 2,882 1 2,.570 7 2,880 ,. 2,S70 7 1,980 1 2,490 7 2,090 7 1,330 1 2,0.50 1 1,.560 I 660' 1,.590 I 1,010' 1,640 1 1,190 1 1,.540 7 1,220 1 600 I 1,160 7 7.50 I 7.50 I 310' 390' 2,6.5.5 1 2,65.5 1 2,65.5 7 2,65.5 1 2,320 1 2,6.5.5 1 2,410 1 1,870 1 2,410 7 2,0.50 1 1,360 I 2,090 1 1,6.50 1 1,780 1 1,470 1 1,720 1 1,500 7 1,060 7 1;410 1 1,170 1 .590 1 1,180 1 800 1 80 I 860 1 400. 20 Pounds Per Square Foot Wind Load 380 IO 270" 1,.520 I 770' 1,190' 720 II 570 IO, 160" 180 II 360' 250 1• 1,930 1 1,1.50' 1,.590 I 1,080 ' 270 10 900' .500 10 4.50 II .580 1 400' 2,700 1 2,160 7 2,570 1 2,180 7 1,430 I 2,090 1 J,580 I 630' 1,560 I 950' 1,010' 430 IO 1,340 7 760 7 1,220 7 810 I 20 I 750 I 260' 310' 2,6.55 1 2,430 7 2,655 7 2,450 7 1,930 7 2,410 7 2,050 7 1,350 7 2,050 7 1,.590 7 710' 1,650 7 1,090' 1,580 7 1,170 7 1,.500 1 1,210 7 630 7 1,170 7 780 7 30 I 800 7 340' 400' 25 Pounds Per Square Foot Wind Load 130" 1,130' 340 10 830' 420 " 320 " 1,S30 1 610' 1,210' 620 11 500 II 220' 40" 2,430 T 1,760 T 2,270 1 1,800 T 890 I 1,700 1 1,090 1 1,090' 480 1 .580' 1,0.50 1 360' 910 7 410' 390 1 2,610 1 2,1.50 7 2,520 7 2,190 7 1,.540 1 2,140 7 1,690 1 840' 1,700 7 1,140 1 90. 1,230' .5.50. 1,370 1 870 7 1,280 7 920 7 220 T 870 T 400. 430 I 2"" U" 80 10 " 1,120 ' 820 I 1,7.50 1 520' .580 IO 50' 1,220 I 730' 20' 16" 2"" ,r .580 10 1220 I 310' .570' r.r;_ """" .., r:: ~ """" r:: .., ~ -r.r;_ """" ~ ~ -~ .., ~ 3 -· ::s (IQ n n1 5J n 0 -'.~ X4-1 ' UPRtt;,t+T WBL,DGD W B4£E fYA/Ctf !4rf fl r( ~ f-~!L fj)_ 112.i'P X 4- LA-G SC/Zc w 5 . 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