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Home My WebLink About1545 FARADAY AVE; ; CB051364; Permit~~ "\ Q\)~~635 ~-~Ya:!~ ~~~~!~~~2008 06-15-2005 I'-()',~ Commercial/Industrial Permit Permit No: \J36ilding Inspection Request Line (760) 602-2725 CB051364 Job Address: Permit Type: Parcel No: 1545 FARADAY AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2121302900 $140,120.00 Construction Type: COMM 0 NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: CARLSBAD RESEARCH CENTRE 4520 SF Tl OFFICE TO OFFICE Applicant: NICHOLAS HILL 143 SOUTH CEDROS AVE 92075 858-509-2123 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'! Pot. Water Con. Fee Reel. Water Con. Fee $672.84 $0.00 $437.35 $0.00 $0.00 $29.43 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: ASHBROOK HEMET L P 5140 AVENIDA ENCINAS CARLSBAD CA 92008 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Fees: $1,223.62 Total Payments To Date: $437 .35 Balance Due: ISSUED 04/15/2005 SB 06/15/2005 06/15/2005 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $24.00 $0.00 $0.00 $0.00 $0.00 $1,223.62 $786.27 0619 06/1.5/05 0002 {).1, 02 BUIL&G PLANS : _,.. _('. CJS.1--L-i GE f-''9,'Vv ·~ -_,D ca:3a== 7B6:i27 Inspector:~ FINAL A_PyROVAL Date: 8///t,~ 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 '1ees/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 capacity 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 vou have nreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exoired. _________ ] .. i, o~~ \i(ER~IT ~l;'PL~l~t1\\ ""'"" -" ..<,:' ./. CITY OF CARLSBAD~ ~~~~~Jr 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit:...-=---'-.....,,,."--'--'--",:;.- Validated By_c-F---"'"'-,::-------- Date._=-t+t,:::_,,,,,:l-11-t::,1~-------- Address (include Bldg/Suite #) Business Name (at this addb?So 04/15/05 0002 01 02 Legal Description Lot No. Subdivision Name/Number (' f" 1 -E Off:tl.£ ~o O t-1 ( c. Unit No. Phase rt;:.GF'Total # of ui{137 u35 Assessor's Parcel # -1'(gwt-Nr /M fflDvevte;;v[ Existing Use A 't5'2-0 ·:.r-Proposed Use 0 Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms :._2:_·_· c...Lo.L·~~-~A::..JC!::)T,1'!:, PW:.'!;;!:lf!.Sl,Ji:>,L~_·<i_f'-liliff:i.JeUted·,1'1..,,( f_r,o_m_a_pp_·,li-t:;a_,n;~.l ::.,.,..-=..!!....1-.r:.L.::::.ll<l~ILIL--'-L.!Ve...:·e=-_....:~:::.;'():::_£41:::..:...:,NA=.:._i.;~=· =...,__...,CJ"";4'--": _1':..::.,,:to'"'''-'-1.,£----""'C.."'--"--"-'-;;...:..:,,...,_--=Sl_"O..:;.'/ 1..1 z_7 City State/Zip Fax # Name A dress Q: Aiieni:t9ro.v.."nei \3_; ,APPtlCANt' · . ;IJ; !;:ontr~.ct9r Af ,k.9,nvG : 0Ag~nt'for Coni:raoioi:''' n·ow'ner Name Address City State/Zip Telephone# is·tts' r1stA01d · AvirJ11C· ·cArLti0:iHJ cAq?J?S: Name Address City State/Zip Telephone# ''.Ei, ·-.C.Q~TftP.C'fOR; COMl?ANY:l\!,AME (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 exewt~ Any~~~ ~5 by an~3c~ f r a av~~v(eccte :tp\iooto a civil piK8tb:cr more th five hundred qlari ~if~· 1 Or Name Address City State/Zip Telephone# oq 5 Q 6 \ 3 License Class 6 City Business License # \al oa 3 22 0 State License # Designer Name Address City State/Zip Telephone State License# _________ _ ~. · · WQ81{ERS~ C.OMPENSA'JlON' · . 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. d 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 ~ed. My worker's com~~sation insurance 1arrier and policy number are: Gl...-1 1 _ _ L.0Q5 · Insurance Company ~"\Ol.-\e_ f11 V\C\ Policy No. u--noO Expiration Date l -l-Zoo (e (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] 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______________________________ DATE _________ _ :i..(: .:QWN.Efl-:!lUILP~l!,1;>,E_Q~.IlA11QN.. ·, .:. . . ,,:.. . . . . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D 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(s) licensed pursuant to the Contractor's License Law). D 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 / 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 / address I phone number / 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 / address / phone number/ 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 / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ [c9r,1w~1;,:$ 'tHI~. $ECTIQ(:J; 'i=oR,N'ori,RESI PENT/A'/; B!,111.:Dl!lG :pERMITlf Ql\l!-Y .· 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 D 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 D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 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. ~....: .. 90.N~JlU91'.IQr,J.4~f\lP!NG'A(?,~NCX ·. · . .., .... · ........ . 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 _______________________ _ ~~:· . Af:'f:'CICAN.T G!;RJIFJCATIQN', · : , . . ~-:-, · , -, ~ ," ' ~- 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 AND 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 under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 da~s ram the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a p71rio,1d 911 ays (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE N v vv L DATE OL/--., s. 0 5 WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 07/28/2005 Permit# CB051364 Title: CARLSBAD RESEARCH CENTRE Description: 4520 SF Tl OFFICE TO OFFICE Type: Tl Job Address: Sub Type: COMM Suite: Location: 1545 FARADAY AV Lot APPLICANT NICHOLAS HILL Owner: ASHBROOK HEMET LP Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical 0 Act _µ- I Associated PCRs/CVs Comment Inspector Assignment: TP --- Phone: 7604978411 Inspector: .;J_ Requested By: DAVE Entered By: CHRISTINE· PCR04099 ISSUED ASHBROOK-STRUCT CHANGES & ; REV CONFERENCE ROOM lnst2ection History: Date Description Act lnsp Comments 07/15/2005 89 Final Combo PA TP FOR OCCP, NEED GLASS FOR DOORS 07/14/2005 89 Final Combo CA TP PER CONT. 07/06/2005 14 Frame/Steel/Bolting/Welding AP 34 T-CEIL 07/06/2005 34 Rough Electric AP TP CEIL LITES 07/06/2005 44 Rough/Ducts/Dampers AP TP DUCTS 07/05/2005 14 Frame/Steel/Bolting/Welding AP TP T-CEIL (NEED ASO INSP) 07/05/2005 24 Rough/Topout WC TP 07/05/2005 34 Rough Electric AP TP CEIL LITES 07/05/2005 44 Rough/Ducts/Dampers AP TP DUCTS 06/21/2005 17 Interior Lath/Drywall AP TP 06/17/2005 14 Frame/Steel/Bolting/Welding AP TP 06/17/2005 34 Rough Electric AP TP EsGil Corporation In <.Partnersliip witli government for <JJuifaing Safety DATE: 4/29/05 JURISDICTION: City_ of Carlsbad PLAN CHECK NO.: 05-1364 PROJECT ADDRESS: 1545 Faraday Ave PROJECT NAME: Wasserman Media Group -TI SET:I D APPLICANT Cd JUR§) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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. D 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. D 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: D Sidi / Nicholas Hill 143 South Cedros Ave Suite C-10, Solana Beach, CA 92075 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(: Nicholas Hill -Date contacted:6 5 /fJb{_b~). Mail v;:elephone / Fax /4 Pe~son REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Telephone#: 858-509-2123 0'-f, I tJ -Z- Fax #: 858-509-2127 Enclosures: 4/18/05 trnsmtl.dot 9320ChesapeakeDrive,Suite208 + SanDiego,Califomia92123 + (858)560-1468 + Fax(858)560-1576 City of Carlsbad 05-1364 4/29,fOS · PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 05-1364 OCCUPANCY: B/S1 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/15/05 DATE INITIAL PLAN REVIEW COMPLETED: 4/29/05 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office/ Warehouse ACTUAL AREA: 4267sf STORIES: 1? HEIGHT: OCCUPANT LOAD: 48 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/18/05 PLAN REVIEWER: Doug Moody 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 1997 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, 1997 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot ./ City of Carlsbad 05-1364 4/29105 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top plates to structure. (NOTE: Please provide the structural details indicated for the lateral bracing of all interior walls). 2. Please provide a door schedule; indicate the type of hardware and reference the doors on the floor plan. 3. Please clarify the plans to show what the stair access is for? Is there a mezzanine? 4. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. 5. In areas where the occupant load is a{ least 30, two exits are required. See Office. Table 10-A. · 6. Exits shall not pass through kitchens, store rooms, or spaces used for similar purposes. Section 1004.2.2. 7. Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 8. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the office suspended ceiling i City of Carlsbad 05-1364 4'/29/05 from the support braces above and not the roof structure. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 9. Show that the minimum strike edge distances are provided at the level area on the side to which a door swings for the door to the storage room, per Section 1133B.2.4.3: a) ;;?:12" on the push side, if the door has both a latch and a closer. Figure 11B-26A. 10. Please revise the plans to show a disabled accessible transaction counter located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes CJ No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 05-1364 4/29./'05 · jVALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 05-1364 DATE: 4/29/05 BUILDING ADDRESS: 1545 Faraday_Ave BUILDING OCCUPANCY: B/S1 TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Tl 4267 City Valuation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee ·YI Repeats Comments: D Other · D Hourly I Hour * Esgil Plan Review Fee ($) 140,120 140,120 $672.84! $437.351 $376.791 Sheet 1 of 1 macvalue.doc . . . . . • 'l . PLANNINC/ENCINEERINC APPROVALS--.. ·.---. - PERMIT NUMBER CB ot -/ 3 (a C( - RESIDENTIAL _ADDITION MINOR r < $10,000.00> -.. ;\"' OTHER DATE lf--I~~ /JS-·· ~ENANTIMPROVEMENT CARLSBAD COMPANY STORES VILLACE' FAIRE COMPLETE OFFICE BUILDING ------------------- ·-~ PLANNER LJ!..Jd.. --------l'-_:;___;~7...---· DATE ENGINEER. ~ ~-= DATE 4//4:/Q:i: Carlsbad Fire Department 051364 1635 Faraday Ave. Carlsbad, CA 92008 · Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: 4~ Date of Report: _04_1_22_12_0_0_5 _______ _ Name: Solomon Interior Address: 143 S. Cedros Ave. Suite C-10 City, State: Solana Beach CA 92075 Plan Checker: Job#: 051364 ------- Job Name: Wasserman Media Bldg #: CB051364 -----------------=-- Job Address: 1545 Faraday Av Ste. or Bldg. No. IZI Approved D Approved Subject to D Incomplete Review FD Job'# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as faiiure to comply with instructions in this report ca·n result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 051364 2nd FD File# 3rd Other Agency ID EsGil Corporation In (l'artners/i.ip wit/i. government for <.Bui(aing Safety DATE: 6/9/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-1364 PROJECT ADDRESS: 1545 Faraday Ave PROJECT NAME: Wasserman Media Group -·TI SET:11 D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. l2sJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: C8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 P~~~ IZ] REMARKS: The person respons&1~e preparation of the plans shall sign all sheets. By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/7 /05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 +. (858) 560-1468 + Fax (858) 560-1576 STRU.CTURAL CALCULATIONS For WASSERMAN· MEDIA GROUP INTERIOR WALL BRACINGS Prepared For: SOLOMON INTERIOR DESIGN Inc. Prepared By: . MOBAYED CONSULTING GROUP 7940 Silverton Avenue, Suite 208 · San Diego, CA 92126 (858) 586-7855 * FAX (858) 586-7845 PROJECT NO.: 05042-1.10 DATE ISSUED: 06/06/2005 REVISION DATES: ~/ l ~ / 05 LVV\. MCC. ,zszs7 .......... : ............ -~-; ............ ,; PRODUCT 204·1 (Single Slee~) 205-1 (Padded) MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGJNEERS 7940 SILVERffiN AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858) 586-7855 FAX: (858) 586-7845 --1-----·--·(-··--j--------1-- JQB ___ O----=·S"'--0-----'-'-f_,;)_ __ V\./.;;:._;_A-.:_..S""-,$0:.:.'fi_=/2JvJ_=--=-A:..:.'N-L--__ SHEETNQ. ___ ~/ _______ OF ________ _ CALCULATEDBY __ S_H_,__ ____ DATE (o/Dc-< /05 -.(o l!o/ o_y-CHECKEDBY __________ DATE _______ _ SCALE 1.,,,,,.,,,,,1-·-----,,,,,,,,,,,,, i i t l ! ' ri !·· ·+~ ... i . ' ···l······"· .. ·!··········i·········· ____ ., __ -~OH• ~-=--.::::-:_--·-=-.::::· -·-··--· .. ·-:-_ -:~.-:--:..:::-:-~-·-_::. ·-.. --. : ' .:==;~ ii :! I, ,, ,, I I ! I i, II --·1 I :i I; ,; I' :: ,, .--···--' : i '' ,; !~~ -~'-rlf I ti ! IVY\. M-CC '\ZSZS7 ............•........... .!-~-+-- ...... ....! ........... ! ........... ~! --+- PROOUCT204·1 (SingleShee~)205·1 (Padded) MOBAY~D CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858) 586-7855 FAX: (858) 586-7845 JOB _ ___;O=--=--S---=O~t.f--==-.2..-=-------------- SHEETNO.--~------Of ______ _ CALCUU\TED BY __ S-'-H--'------DATE <,q/0;,2._/oG (.//:,lo;~ CHECKEDBY _________ DATE ______ _ ...... l ·· 1· ···· ············i········! .. ······ ····"t"""···· ... J .........• 1 ...... , .. :--.... , .... j I ; ISZV\ M.CG '\ZSZS7 MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: [858) 586-7855 FAX: [858) 586-7845 Jas_----'0~6:......:0-:::......+-t/---".2.:;_;__ __________ _ SHEETNO. __ -+-------OF _______ _ CALCULATED sv_·._St::1'.=t.,_L_ _____ DATE CHECKED BY ________ _ DATE SCALE 0/oc-2 /05 5',/ 131 ~)- ' ' .,-, ~--'---... : .......... ; .......... ; ............ ; ...... ; .......... + ....... _J ......... ; ........... ..__-;----;----;---'----:-_..:.-~-+-__:-~-,-_;-at~-li.L:,12[.!":!:/.!!!:.W~ ' ' ..... i 1 I >· . . , ..... : ....... , ... ...,. .... /-. _ ....... i ........ , .... .. ............. ,.1.1 ............ ,,, ..... ...1. ........... , .......... :':r.::·:::::.·~·,,.--·---,,i· ; ; i i : • .. ·,,;, ........ , .... ,.-r ....... t .. i" ........ : ............ ( ....... : ......... ~ .... , ........ -r---·--f .......... [ .......... . ,,i ............ r ................ :,i .......... T ......... i" .. · · ·.. , .. : ........ , .......... ~ ......... -:-........ l.. ........ : ........ ' i ; : -l : ·; PllOOUCT204-1 (SlngleSheets)2115-1 (Padded) l'SZV, M.CG ,zszs7 JOB 05QL.-/'2.. MOBAYED CONSULTING GROUP SHEETNO .. __ =5=--------OF ______ _ CONSULTING STRUCTURAL ENGINEERS 7940 SILVERmN AVENUE, STE. 208 cALcuLATED BY St-;f DATE SAN DIEGO, CALIFORNIA 92126 TEL: [858) 586-7855 FAX: [858] 586-7845 CHECKED BY DATE _____ _ SCALE AZV\. M.CG '\ZSZS7 MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858) 586-7855 FAX: (858) 586-7845 .................................. '-----'-- JQB __ -'D'------'-"5'-'D""---,'tf-.'-'.,2_=-------------- SHEETNO. ___ VI.:..,_ ______ _ OF ________ _ CALCULATED 9y _ ___,5--=ff-'-------DATE_1.;,=0'~6=D_3....,,.,/2~0c...-?'----- CHECKED BY __________ _ SCALE ......... : ........... · ............ '---+---'------'--' PROOUCT204-1 (SingleSheets)205-1 (Padded) 6ZV\. M.CC ,zszs7 PRODUCT 204-1 (Single Sh eels) 205-1 (Padded) MOBAYED CONSULTING GROUP CONSULTING STRUCTURAL ENGINEERS 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: (858) 586-7 5 FAX; (858) 586-7845 oGo'-1-Z ___ ,__ _____ OF _______ _ __ .S__,_H_,__ ____ DATE 0/03/05 fol/o /b~_,,.,,,-_________ DATE ______ _ LVSZ>-MOBAYED CONSULTING GROUP M.CG--------caNsuLTING STRUCTURAL ENGINEERS '\ZSZS PROOUCT204·1 (Smg\e Shoo\s) 205-1 (Padded) 7940 SILVERTON AVENUE, STE. 208 SAN DIEGO, CALIFORNIA 92126 TEL: [858) 586-7855 FAX: [858] 586-7845 ' ,:, JOB osoy 2 SHEET NO. 8 OF _______ _ CALCUU.TEDBY_~S~&~----DATE_~-----(,,:,/10 / o_/ ... CHECKED BY _________ DATE L I j 4 1 C >0T > / o J SCALE ! ...... ··: ..... 7····················· -(---.... ·i·· ..... ! i , i I 1 : : I ; , Drywall Studs Dietrich Big "D" drywall studs are fabricated in standard sizes and stock lengths from corrosion resistant galvanized · steel. Custom sizes and cut to length sizes are available upon request. Knockouts for piping, electrical installation and horizontal bracing are located over the entire length of the stud. Drywall Stud Structural Properties ~----alETRICH10 :x ry -r- ---------,----------WW L_,,,_ _____ 1 ______ ,....···-J __ 1_ ~ ~-.lf. -------STUD SIZE------~ KNOCKOUT SIZES 1-5/8" And 2-1/2" STUDS ========== 0.0188 0.0188 0.100 0.102 1.014 1,295 -0.957 0.0115 0.025 1.462 0.571 STN25 0J)18.8 0.118 0.222 1.370 0.021 0.420 0.189 0.098 1.936 1,931 -0.844 0.0137 0.052 1.661 0.742 3-5/8f 0.01?_1!.-0.121 0.241 . 1.413 · .Q:02-1;~ c0'418::· cc0.20f-·:0.101 -··2.016··· ,=5~998) -0.831 0.0140 0,057 1.690 0.758 4 0.0188 0.418 0.128 0.304 1.541 0.022 0.412 0.251 0.111 2.261 2,197 -0.797 0.0149 0.071 1.781 0.800 1-5/8 0.0283 D.405 0.124 0.057 0.678 0.024 0.443 0.051 0.058 0.877 1,147 -1.083 0.0324 0.015 1.353 0.360 2-1/2 0.0283 0.486 0.149 0.151 1.009 0.028 0.432 0.136 0.102 1.335 2,018 -0.948 0.0390 0.036 1.451 0.573 3-1/2 0.0283 0.579 0.177 0.329 1.364 0.031 0.415 0.299 0.162 1.851 3,197 -0.834 0.0465 0.076 1.651 0.745 STH22 3-5/8 0.0283 0.590 0.180 0.357 1.407 0.031 0.413 0.325 0.170 1.915 3,357 -0.822 0.0475 0.082 1.680 0.761 4 0.0283 0.625 0.191 0.451 1.536 0.032 0.407 0.411 0.195 2.107 3,858 -0.788 0.0503 0.103 1.771 0.802 5-1/2 0.0283 0.764 0.234 0.965 2.033 0.034 0.382 0.846 0.284 2.984 5,603 -0.678 0.0616 0.213 2.171 0.903 6 0.0283 0.810 0.248 1.192 2.194 0.035 0.374 1.019 0.307 3.319 6,068 -0.648 0.0654 0.260 2.312 0.921 1-5/8 0.0346 0.492 0.150 0.069 0.675 0.029 0.439 0.065 0.077 0.844 1,528 -1.076 0.0587 0.D18 1.345 0.360 2-1/2 0.0346" 0.591 0.181 0.183 1.006 0.033 0.429 0.174 0.135 1.292 2,662 -0.941 0.0708 0.043 1.443 0.575 3-1/2 0.0346 0.704 0.215 0.398 1.361 0.037 0.412 0.381 0.211 1.801 4,177 -0.828 0.0846 0.091 1.644 0.746 STE20 3-5/8 0.0346 0.718 0.220 0.433 1.404 0.037 0.410 0.413 0.222 1.864 4,383 -0.816 0.0863 0.098 1.673 0.762 4 0.0346 0.761 0.233 0.546 1.532 0.038 0.403 0.522 0.254 2.054 5,022 -0.782 0.0915 0.123 1.764 0.804 5-1/2 0.0346 0.931 0.284 1.170 2.028 0.041 0.379 1.124 0.400 2.812 7,901 -0.672 0.1122 0.255 2.165 0.904 6 0.0346 0.987 0.302 1.447 2.190 0.042 0.371 1.392 0.454 3.063 8,976 -0.643 0.1191 0.312 2.306 0.922 Notes: 1. Yield strength is 33 KS!. 2. Studs not intended for exterior or load bearing applications. ' 3. Effective Ix is based on USC 27-9, procedure 1 for deflection de\ermination. Use this value when computing deflections. 4. Effective Sx is a reduced section modulus due to local buckling. Use this value for stress calculations. 4. l t r j I I I .f 1 1 J j 1 ' ' .i 4~ 'V ' Physibal Structural Properties-3-1/211 C Studs .. MEMBER' ' .. ,, .. :,:,::!;:,;p,;. _. ··:~;.-,.,., .. :,GROSS SECTION PROPERTIES ;·,,·'·',:'.'."::·.'_-.i·1: • ,,s-;" -~~;lg~: Mlnimuin \;.f<~l ( ., ' f ,).·: ,;::,·] tt.'.( /·-;:'·t.~ ~-: ':fr\J;; :\~!~})~; \.{~~(; ·.·:r~)- .. I\,~•: Delivered . •' Flange . Lip ' Thickness -Thickness we1otit .· Ix · . :-".Rt.• •• , V ·. CODE GAGE (In.) (In.)· ; (in.)·· :.:11n.) :, (lb.flt.) · (ln.2) ' (ln.4) · . (Iii~)·: (In.) , · (ln.4) · (In~)'· • · i1n.i' ·. 20 1-3/8 3/8 0.0346 0.0329 0.764 0,233 0.446 0.255 .. 1.383 0.060 0,062 0.505 CWN 18 1-3/8 3/8 0.0451 0.0428 0.982 0.300 0.568 0.325 1.376 0.075 0.078 0.499 16 1-3/8 3/8 0.0566 0,0538 1.219 0.373 0.697 0.398 _ 1.367 0.090 0.094 0.492 14 1-3/8 3/8 0.0713 0.0677 1.508 0.461 0.849 0.485 1.357 0.107 0.111 0.483 20 1-5/8 1/2 0.0346 0.0329 0.849 0.259 0.513 0.293 1.407 0.099 0.092 0.619 18 1·5/8 1/2 0.0451 0.0428 1.093 0.334 0.655 0.374 1.400 0,125 0.116 0.613 CSJ 16 1-5/8 1/2 0.0566 0.0538 1.358 0.415 0.805 0.460 1.393 0.152 0.141 0.606 14 1-5/8 1/2 0.0713 0.0677 1.683 0.515 0.984 0.562 1.383 0.184 0,171.l 0.597 12 1-5/8 1/2 0.1017 0.0966 2.342 0.716 1.336 0.763 1.366 0.242 0.223 0.581 3-1/211 Track 20 1-1/4" LEG 0.0346 0.0329 0.673 0.206 0.388 0.217 1.373 0.030 0.030 0.380 18 1-1/4" LEG 0.0451 0.0428 0.873 0.267 0.504 0.281 1.374 O.D38 0.039 0.379 TSB 16 1-1/4" LEG 0.0566 0.0538 1.094 0.334 0.632 0.350 1.375 0.047 0.049 0.377 14 1-1/4" LEG 0.0713 0.0677 1.370 0.419 0.794 0.436 1.377 0.059 0.061 0.374 12 1-1/4" LEG 0.1017 0.0966 1,946 0.595 1.136 0.613 1.382 0.081 · 0.085 0.368 Physical Structural Properties-3-5/811 C Studs MEMBER. ' '• -,. ,. ..,. . GROSS SECTION PROPERTIES ·' :i •';·'< 0 • .'·'·1-1: •• . ; , Minimum •' .. ,, ,:. J};;.: ;:/ .; , .. t: --,.&::\,}·: ,:-.{t\ • • ',-': I I., ~._; ~ Yf~~i . : ' ~. ·: Design · Delivered .,: ; .;;f~:---.··. . :,-·,,.,, ·~~7:1,'.~~-\! Flange lip Thickness Thickness ·Weight ., Area:· ,: Sx -·: ~:·Axt\ -, ·sy,:f CODE GAGE (In.) (In.) (In.) ·· .• '(In.)--. (lb./11.) (ln.2) --(ln.4) : (In.a) ' ',' (in.1·-, (ln.4) · -'.(in.a)··: I (in/'. 20 1-3/8 3/8 0.0346 0.0329 0.778 0.238 0.484 0.267 1.427 0.060 0.062 0.503 CWN 18 1-3/8 3/8 0.0451 0.0428 1.001 0.306 0.617 0.340 1.420 0.076 0.078 0.497 16 1-3/8 3/8 0.0566 0.0538 1.242 0.380 0.756 0.417 1.411 0.091 0.094 0.490 14 1-3/8 3/8 0.0713 0.0677 1.538 0.470 0.922 0.509 1.401 0.109 0.112 0.481 20 1-5/8 1/2 0.0346 0.0329 0.863 0.264 0.557 0.307 1:453 0.100 0.092 0.617 18 1-5/8 1/2 0.0451 0.0428 1.111 0.340 0.710 0.392 1.446 0.127 0.117 0.611 CSJ 16 1-5/8 1/2 . 0.0566 0.0538 1.381 0.422 0.873 0.482 1.438 0.154 0.142 0.604 14 1-5/8 1/2 0.0713 0.0677 1.713 0,523 1.068 0.589 1.429 0.186 0.170 0.596 12 1-5/8 1/2 0.1017 0.0966 2.384 0.729 1.451 0.801 1.411 0.245 0.224 0.580 20 2 5/8 0.0346 0.0329 0.976 0.298 0.654 0.361 1.480 0.179 0.141 0.774 ( -18 2 5/8 0.0451 0.0428 1.259 0.385 0.836 0.461 1.474 0.227 0.178 0.768 csw 16 2 5/8 0.0566 0.0538 1.566 0.479 1.031 0.569 1.467 0.277 0.218 0.761 .. '-----· -· 14 2 5/8 0.0713 0.0677 1.946 0.595 1.265 0.698 1.458 0.337 0.264 0.753 / 12 2 5/8 0.1017 0.0966 . 2.717 0.830 1.728 0.953 1.442 0.451 0.354 0.737 20 2·1/2 5/8 0.0346 0.0329 1.090 0.333 0.765 0.422 1.516 0.302 0.194 0.952 18 2·1/2r 5/8 0.0451 0.0428 1.406 0.430 0.980 0.541 1.510 0.385 0.247 0.946 CSE 16 2-1/2 5/8 0.0566 0.0538 1.752 0.535 1.211 0.668 1.504 0.473 0.304 0.940 14 2-1/2 5/8 0.0713 0.0677 2.179 0.666 1.490 0.822 1.496. 0.577 0.370 0.931 12 2·1/2 5/8 0.1017 0.0966 3.049 0.932 2.043 1.127 1.481 0.781 0.500 0.915 3-5/811 Track 20 1-1/4" LEG 0.0346 0.0329 0.687 0.210 0.420 0.228 1.415 0.030 0.031 0.378 18 1-1/4" LEG 0.0451 0.0428 0.891 0.272 0.546 0.294 1.416 0.039 0.039 0.376 TSB 16 1·1/4" LEG 0.0566 0.0538 1.117 0.341 0.685 0.367 1.417 0.048 0.049 0.374 14 1-1/4" LEG 0,0713 0.0677 1.400 0.428 0,861 0.457 1.418 0.059 0.061 0.372 12 1-1/4" LEG 0.1017 0.0966 1.987 0.607 1.231 0.643 1.423 0.082 0.085 0,366 NOTE: Reference typical notes on page 4. 5 ·, ·, ,_;.~EFFECTIVE SECTION PROPERTIES · ·. · · __ : ·' ~ •i'·~';.~';"3;3-~Sf•\Witp}. ;:,_.r.}. \: :1(';:;:{i:so Ksri.: :.·.:·;·~\. ~.:.qir~:: ~1/~~'~.:.1: i.WM~~:) {{~;?:} t;/~$~~-:.-~ '~ 1,:Mx }: ·(ln.4) " ' (ili.3) ,' (ln.-lb.) · (in.4)' · · (In.a) (ln.-lb.) 0.446 0.245 4836 0,568 0.325 7159 0.697 0,398 9001 0.697 0,387 13038 0.849 0.485 11304 0.849 0.485 16767 0.513 0.281 . 5558 0.655 0.374 8121 0.805 0.460 10206 0.805 0.447 14811 0.984 0.562 12815 0.984 0.562 19060 1.336 0.763 18220 1.336 0.763 26959 0.334 0.159 3149 0.462 0.226 4465 0.611 0.307 6060 0.794 0.415 8199 1.136 0.613 13792 ' '.·'.'.f.' ·: EfF.ECTIVE SECTION PROPERTIES . • _; · · .', ·1::;~.,_•: i1 ,.,33 KSl'lr_.,Y!i-"t::.~. t:.~ .'•(, \:;Li': · 50 l<SI ,. . . ;~/{/~if 1 :~?i~}~=; :t{~J.i~-:} i{; }~sx ... _· · _: M~} :· (in.4) : _-: (in.3)--1 · (ln,:lb.) ,· (ln.4) ,,, (ln.3) (in.·lb.) 0.484 0.256 5067 0.617 0.340 7502 0.756 0.417 9437 0.756 0.406 13671 0.922 0.509 11858 0.922 0.509 17588 0,557 0.295 5822 0.710 0.392 8505 0.873 0.482 10691 0.873 0.468 15513 1.068 0.589 13432 1.068 0.589 19977 1.451 0.800 19114 1.451 0.800 28282 0.639 0.317 6261 0.836 0.448 8858 1.031 0.568 12364 1.031 0.510 15279 1.265 0.697 15520 1.265 0.684 22694 1.728 0.953 22050 1.728 0.953 32746 0.717 0.341 6730 0.973 0.475 9396 1.211 0.603 11923 1.151 0.548 16411 1.490 0.796 17320 1.474 0.687 20583 2.043 1.127 25346 2.043 1.082 36267 0.362 0.168 3317 0.502 0.238 4696 0.663 0.322 6364 0.861 0.435· 8600 1.231 0.643 14457 •,; .. ,,i • ·-Xo (In.) -1.035 -1.028 ·1.020 -1.010 -1.345 -1.338 -1.331 -1.321 -1.295 -0.680 -0.678 -0.676 -0.673 -0.664 .:-: ,,~,.·". :· • I '.. ·Xo (in.) -1.022 -1.014 -1.006 -0.996 -1,329 -1.322 -1.314 ·1.305 -1.278 -1.763 ·1.757 ·1.750 -1.741 -1.715 -2.235 -2.228 -2.221 -2.213 -2.187 ·0.670 -0.668 ·0.666 -0.663 ·0.654 ... ·~t ~ DIETRICH TORSIONAL PROPERTIES ' J • X 1000 Cw Ro 8 (ln.4) (In.a) (In.) BETA 0.093 0.151 1.800 0.669 0.203 0.189 1.788 0.670 0.398 0.228 1.775 0,670 0.780 0.272 1.759 0.670 0.104 0.274 2.042 0.566 0.226 0.345 2.031 0.566 0.444 0.418 2.019 0.566 0.871 0.503 2.004 0.565 2.468 · 0.653 1.970 0.568 0.082 0.066 1.578 0.814 0.181 0.086 1.578 0.815 0.357 0.107 1.578 0.817 0.709 0.134 1.578 0.818 2.050 0.188 1.577 0.823 TORSIONAL PROPERTIES J X 1000 Cw Ro 0 (ln.4) (ln,B) (In.) BETA 0.095 0.163 1.826 0.687 0.207 0.204 1.814 0.688 0.406 0.246 1.801 0.688 0.796 0.294 1.785 0.689 0.105 0.294 2.063 0.585 0.230 0.371 2.052 0.585 0.451 0.449 2.040 0.585 0.886 0.540 2.024 0.585 2.511 0.702 1.990 0.587 0.119 0.573 2.429 0.473 0.260 0.725 2.418 0.472 0.512 0.884 2.407 0.472 1.007 1,069 2.393 0.471 2.862 1.409 2.359 0.471 0.133 0.960 2.863 0.391 0,291 1.218 2.853 0.390 0.572 1.490 2.842 0.389 1.127 1.811 2.829 0.388 3.212 2.409 2,795 0.388 0.084 0.072 1.610 0.827 0.184 0.093 1.610 0.828 0.365 0.116 1.610 0.829 0.724 0.145 1.609 0.830 2.094 0.204 1.609 0.835 - C . ' ' 0 ...... . . --~~ -~, ~-Fastener Information Suggested Design Loads for DIETRICH Screw Connections (lbs.) -.. . . .. .. ... ~ .. ·-~~~i~; . Steel,: Gage:· 12 662 408 466 369 14 625 266 466 242 16 500 189 423 , 177 359 166 18 400 138 362 125 305 118 20 256 85 243 75 229 71 NOTES: 1. Shear and pullout strengths are based on average test results divided by a safety factor of 3.0 for shear and 4.0 for pullout. Reduced capacities based on a higher factor of safety can be used at your engineers discretion. 2. Screw spacing and edge distance shall not be less than 1.5*Dia. nor less than P / .6 • Fy / t where P is the shear load per screw and t is the thickness of the steel sheet. 3. When connecting materials of different gage, use the loads shown for the lighter gage. 4. Screw capacities are based on Fy = 33 ksi for the steel sheet. 5. Ultimate screw capacities are per ITW Buildex Test No. 845. Suggested Pullout or Shear Capacity for Power Driven Fasteners in Structural Steel (lbs.) · 12 210 210 210 335 395 395 485 525 14 210 210 210 335 395 395 485 525 581 16 210 210 210 335 395 395 465 465 465 18 210 210 210 321 321 321 372 372 372 20 197 197 197 241 241 241 279 279 279 NOTES: 1. Capacities shown are uninspected shear values per Hilti ICBO Research Report No. 2388. 2. Tests were conducted with the fastener point driven completely through the back side of the hot rolled steel member. This was required to obtain proper gripping force. 3. Values may not be increased 1/3 for wind or siesmic loads. 4. Bearing strength is based on the bearing area multiplied by 1.15 times 33 ksi. Table A-Suggested Design Loads for Power Driven Fasteners in Concrete (lbs.) Table B-Suggested Design Bearing Strength (lbs.) Suggested Design Loads for Fillet and Flare-Bevel Groove Welds ··. Shank·'if< ,~IMJniXi"u~ · . Dfameferf : Piinefrallori~ · .. ··(fn.)·,.-i f{'(lri.):~ 0.145 I 1-1/8 I 0.177 I 1-7/16 I 0.205 I 1-1/4 I NOTES: Pullout 90 115 145 Shear 160 225 265 Pullout 150 150 150 Shear 250 28~. 330 Pullout 150 150 150 Shear 390 445 500 1. Capacities are for stone aggregate concrete and are based on a low velocity shot. 2. Values may not be increased 1/3 for wind or siesmic loads. 3. Capacities shown are based on uninspected values of Hilti ICBO Research Report No. 2388. I I I I I 4. For Shear/Bearing, check Table A values versus Table B values and use the minimum value. If a value is left blank or is not listed In Table B, use the value in Table A. 1 =- 13 0.145 I 207 0.177 I 253 0.205 I 293 I 390 I 488 10 0.1242 3/16 1228 982 12 0.1017 5/32 1007 806 14 0.0713 1/8 706 565 16 0.0566 1/8 560 448 18 0.0451 1/8 447 358 WELD NOTES: 1. Welds can be positioned in shear or tension. 2. Weld strength for fillet= .3'Fy't. 3. Weld strength for flare-bevel groove= .3'Fy't/1.25. 4. Values shown are for Fy = 33 ksi. For Fy = 40 ksi multiply tabulated values by 1.33. For Fy = 50 ksi multiply tabulated values by 1.52. · 5. Flare-bevel groove welds occur between the outside radius of one piece and a flat surface of another piece.