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2052 CORTE DEL NOGAL; 100; CB081707; Permit
10-23-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB081707 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant TINA LONGMORE P O BOX 503943 SAN DIEGO CA 92150 858-705-2950 2052 CORTE DEL NOGAL CBAD St 100 Tl Sub Type INDUST 2130610600 Lot* 0 Status ISSUED $1,340,52300 Construction Type 5B Applied 09/08/2008 Reference # Entered By JMA TRANSWORLD 2937 SF NEW OFFICE/ Plan Approved 10/23/2008 MEZZANINET, 2100 SF MANUFACT TO OFFICE, 21, 514 SF Issued 10/23/2008 Inspect Area Plan Check* Owner 2052 C D N L L C C/0 CRUZAN MONROE INVESTMENTS LLC 12275 EL CAMINO REAL #100 SAN DIEGO CA 92130 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $4,344 74 Meter Size $0 00 Add'l Reel Water Con Fee $2,824 08 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $28151 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $4,029 32 $3,71937 $000 $000 $4,992 00 $4,608 00 $230 00 $420 00 $11950 $000 $2,935 20 $000 $000 99 $28,503 72 Total Fees $28,503 72 Total Payments To Date $28,503 72 Balance Due $000 BUILDING PLANS -1-IN STORAGE ATTACHED Inspector FINAL Date _Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Plan Check No. CBoJr(~7o7PFF yMMM^ *%$% ^ vw1 Cilv of Carlsbad 1635 Faraday Ave, Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 . tBuilding Permit Applica DESCRIPTION OF WORK (Please describe present use and proposed use) jjjTACT NAME. (If Different Fom Applicant)tv^eA L/V3U'L.c> vu-x__ ARCH/DESIGNER NAME & ADDRESS (Sec 7031 S Business and Professioni Code Any Gty or County w— d pursuant to the provisions of the Contractor's License Law {Chapter 1, commending withi 7031 5 by any applicant for a permit subjects the applicant to a avil penalty of not more than five hundred dollars {WO}) any structure. and issuance, alsp requires the applicant for such permit to file a signed statement that he isor that he is eiempt therefrom, and the basis for the alleged eiempnon Any violation of WO R K E R S COMPENSATION Worker*' Compeniatlon Declaration I faeby affirm under penalty olperjury om of the following declarations O 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 G 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 workers' compensation insurance earner and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or toss O 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 Wcikers Compensation Laws 01 California. WARDING Failure to secure worker*' compensation coverage Is unlawful, and shall subject an employerta criminal penalties and civil Ones 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 JfS CONTRACTOR SIGNATURE OWNER-BUILDER DECLARATION DATE / hereby affirm that I am exempt from Contractor's License Law lor the following reason Q 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 f, 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) \, as owner of the property, am exclusively contracting with licensed contractors to construct the protect (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 contractors) licensed pursuant to the Contractor's License Law) Q I am exempt under Section _ Business and Professions Code for this reason 1 (personally plan to provide the major labor and matenals for construction of the proposed property improvement a Yes tfNo ^Jhave/have not) signed an application for a building permit for the proposed work 3 l"hlvr contracted with the following person (firm) to provide the proposed construction (include name address /phone / contractors' license number)V/O O I L. ^»ri- 0s- 5> 4 I plan to provide portions of the work, but I have hired the fpllowibg-person 5 I will provide some of the work, but I hits COTlrajBo^hrfg^lhe fotlo/ng r. jsTf PROPERTY OWNER SIOKATURE irvise and provide the major work (include name / address / phone / contractors' license number) the work indicated (include name / address / phone / type of work) DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant recpred to submit a business pla^asutoljdiazart&s materials registration form or risk management and prevention program under Sections 2SS05,25533 or 25534 of thePresley-Tanner Hazardous Substance Account Act? O 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? O Yes d No S Is the facility to be constructed within t ,000 feet of the outer boundary of a school site? a 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 OFEMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT CONSTRUC T I O N L E N DIN G A 0 EN C Y I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address 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 buildingconstruction I hereby authonze representative of the City 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 stones 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 of work authonzed by such permit is not commenced within uiiyoicansoao Final Building Inspection Dept. Building Engineering Planning CMWD St Lite rfire^ Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected /) Bv (I \ Inspected Bv Inspected Bv Date CB081707 " Permit Type TRANSWORLD 2937 SF NEW OFFICE/ Sub Type MEZZANINE!, 2100 SF MANUFAC! !0 OFFICE, 21, 514 2052 CORTE DEL NOGAL #100 Lot 0 S!EVE Phone 6198234560 CA Water Dist CA . Date / (/•£t«**\ Inspected //Z^Y^/ Approved «-^"" / / ' ( Date Inspected Approved Date Inspected Approved 01/26/2009 Tl INDUS! Disapproved Disapproved Disapproved Comments - City of Carlsbad Bldg Inspection Request For 03/05/2009 Permit* CB081707 Title TRANSWORLD 2937 SF NEW OFFICE/ Inspector Assignment RB Description MEZZANINE!, 2100 SF MANUFACT TO OFFICE, 21, 514 SF OFFICE TO OFFICE & 8303 SF MANUFACT TO Type Tl Sub Type INDUST Job Address 2052 CORTE DEL NOGAL Suite 100 Lot 0 Location APPLICANT TINALONGMORE Owner 2052 C D N L L C Remarks Phone 6198234560 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical 2f Requested By DAVE Entered By CHRISTINE omments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 02/19/2009 02/05/2009 01/26/2009 01/26/2009 01/22/2009 01/21/2009 01/21/2009 01/13/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 Description 19 Final Structural 89 Final Combo 84 Rough Combo 89 Final Combo 84 Rough Combo 15 Roof/Reroof 84 Rough Combo 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 17 Interior Lath/Drywall 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Act CO PA AP CO PA AP CO AP AP PA we PA NR Insp RB RB RB RB RB RB RB RB RB RB RB RB RB Comments MISSING ROOF GUARD RAIL # ROOF ACCESS FOR FINAL SIGN OFF TEMP C OF O PENDING FIRE SIGN OFF T-BAR SYSTEM SEE NOTICE ON T-BAR - MISSING 2 LIGHT IN SERVIER RM INSIDE ROOF SYSTEM COMPLETED ON T-BAR SEE NOTICE COMPLETED WALLS & RAFTERS 1STFLR COMPLETED 1STFLR COMPLETED City of Carlsbad Bldg Inspection Request For 02/05/2009 Permit* CB081707 Title TRANSWORLD 2937 SF NEW OFFICE/ Inspector Assignment RB Description MEZZANINE!, 2100 SF MANUFACT TO OFFICE, 21, 514 SF OFFICE TO OFFICE & 8303 SF MANUFACT TO Type Tl Sub Type INDUST Job Address 2052 CORTE DEL NOGAL Suite 100 Lot 0 Location OWNER 2052 C D N L L C Owner 2052 C D N L L C Remarks Phone 6198234560 Inspector Total Time Requested By DAVID Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 01/26/2009 84 Rough Combo AP RB 01/26/2009 89 Final Combo CO RB 01/22/2009 84 Rough Combo PA RB 01/21/2009 15 Roof/Reroof AP RB 01/21/2009 84 Rough Combo CO RB 01/13/2009 17 Interior Lath/Drywall AP RB 01/08/2009 14 Frame/Steel/Bolting/Weldmg AP RB 01/08/2009 17 Interior Lath/Drywall PA RB 01/08/2009 24 Rough/Topout WC RB 01/08/2009 34 Rough Electric PA RB 01/08/2009 44 Rough/Ducts/Dampers NR RB 01/02/2009 17 Interior Lath/Drywall PA RB 12/26/2008 17 Interior Lath/Drywall PA PY Comments T-BAR SYSTEM SEE NOTICE ON T-BAR - MISSING 2 LIGHT IN SERVIER RM INSIDE ROOF SYSTEM COMPLETED ON T-BAR SEE NOTICE COMPLETED WALLS & RAFTERS 1STFLR COMPLETED 1STFLR COMPLETED SEE JOB PLANS SEE PLAN CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION MITNO -3T 0f &J7 ^ y' s~g,/ rvz'fa/'/ (S) /-&&-T' FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHERJWFORMATION, CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 01/26/2009 Permit* CB081707 Title TRANSWORLD 2937 SF NEW OFFICE/ Inspector Assignment RB Description MEZZANINE!, 2100 SF MANUFACT TO OFFICE, 21, 514 SF OFFICE TO OFFICE & 8303 SF MANUFACT TO uif A r-»r-i_i/-\i ir*c Type Tl Sub Type INDUST 2052 CORTE DEL NOGAL 100 Lot 0 Job Address Suite Location OWNER 2052 C D N L L C Owner 2052 C D N L L C Remarks Phone 6198234560 Inspector Total Time Requested By STEVE Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 01/22/2009 01/21/2009 01/21/2009 01/13/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 01/02/2009 12/26/2008 12/22/2008 12/22/2008 Inspection History Description 84 15 84 17 14 17 24 34 44 17 17 14 17 Rough Combo Roof/Reroof Rough Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Act PA AP CO AP AP PA we PA NR PA PA AP PA Insp RB RB RB RB RB RB RB RB RB RB PY RB RB Comments ON T-BAR - MISSING 2 LIGHT IN SERVIER RM INSIDE ROOF SYSTEM COMPLETED ON T-BAR SEE NOTICE COMPLETED WALLS & RAFTERS 1STFLR COMPLETED 1STFLR COMPLETED SEE JOB PLANS SEE PLAN WALLS ONLY SEE JOB PLANS NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE I * ^> " f T|ME LOCATION PERMIT NO /""/- Q> SitLS- c ^^A /~<?<?:r x FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? L J YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR /——-"^ CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 01/21/2009 Permit* CB081707 Title TRANSWORLD 2937 SF NEW OFFICE/ Inspector Assignment RB Description MEZZANINE!, 2100 SF MANUFACT TO OFFICE, 21, 514 SF OFFICE TO OFFICE & 8303 SF MANUFACT TO 2052 CORTE DEL NOGAL 100 Lot 0 Type Tl Job Address Suite Location OWNER 2052 C D N L L C Owner 2052 C D N L L C Remarks ceiling inspection Sub Type INDUST Phone 6198234560 Inspector Total Time Requested By NA Entered By CHRISTINE CD Description 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 01/13/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 01/08/2009 01/02/2009 12/26/2008 12/22/2008 12/22/2008 12/22/2008 12/17/2008 12/17/2008 Description 17 14 17 24 34 44 17 17 14 17 34 14 17 Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Interior Lath/Drywall Act AP AP PA we PA NR PA PA AP PA AP PA PA lns| RB RB RB RB RB RB RB PY RB RB RB RB RB Comments COMPLETED WALLS & RAFTERS 1STFLR COMPLETED 1STFLR COMPLETED SEE JOB PLANS SEE PLAN WALLS ONLY SEE JOB PLANS WALLS ONLY OK EXCEPT RADIUS WALL SEE JOB PLANS NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE ' r 2- /— 0 ( TIME LOCATION '3~O4~'2~ d. ps^-e^ Df> / /L/g'^r^C- PERMIT NO // 1SS> / / XX s- 5'/>/- / FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I ____ ! YES FOR FURTHERJNFORiyiATION, CONTACT _ _ PHONE r // BUILBIWeflflSPEBTOFI / /C- /> '< ^ ^e -? 7*"^^- ^ISPEeTOR, / /L, t CODE ENFORCEMENTflFFICER EsGil Corporation In Partnership with government for (BuiCtfinfj Safety DATE 10/17/O8 JURIS JURISDICTION City of Carlsbad O~~PEAN"REVIEWER a FILE PLAN CHECK NO 081707 SET II PROJECT ADDRESS 2052 Corte Del Nogal PROJECT NAME Transworld Media The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X] 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 X] REMARKS Note on sheet A2 of the plan that the max height for the counter in the reception will be 34"" •>. fl tJ/ By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC 10/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 *• (858)560-1468 * Fa\ (858) 560-1576 EsGii Corporation In (Partners/tip with government for (Rmfding Safety DATE 9/17/O8 a APPLICANT JURISDICTION City of Carlsbad ~rrpt7snTREVIEWER a FILE PLAN CHECK NO 081707 SET I PROJECT ADDRESS 2052 Corte Del Nogal PROJECT NAME Transworld Media The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes 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 Tina Longmore P O Box 503943 San Diego, CA 92150 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 /Tina- Lopgmore Telephone # 858-705-2950 Date contacted '//V ° (by^4^ Fax # 858-391-1674 Mail Telephone i/Fax v In Person REMARKS By David Yao Enclosures Esgil Corporation D GA E| MB H EJ D PC 9/9 9320 Chesapeake Drive, Suite 20S * San Diego, California 92123 * (858)560-1468 4> Fax (858) 560-1576 City'of Carlsbad 081707 9/17/08 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 0817O7 OCCUPANCY B/S-1 TYPE OF CONSTRUCTION V-B JURISDICTION City of Carlsbad USE office/storage, warehouse ACTUAL AREA T I 31917 new 2937 sf ALLOWABLE FLOOR AREA unlimited? STORIES 2 SPRINKLERS'? Y REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 9/17/08 HEIGHT OCCUPANT LOAD DATE PLANS RECEIVED BY ESGIL CORPORATION 9/9 PLAN REVIEWER David Yao FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International 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 tcrthe issuance of a building permit Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC 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 105 4 of the 2006 International 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. City of Carlsbad 081707 9/17/08 Please make all corrections, as requested in the correction list Submit three new complete 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 • PLANS 1 All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation • SITE PLAN 2 Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan " 3 Clearly designate any side yards used to justify increases in allowable area based on Section 506 2 (60 feet side yards on all sides for unhmitedJjoQLarea) • BUILDING AREA 4 Please clearly note on the plan "The allowable floor area is unlimited per CBC 507-4" • FIRE BARRIERS 5 Incidental use areas may need to be separated from the main occupancy See Table 508 2 below Please address the following specific concerns a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508 22 1 still requires the pjartrtions to extend to jhe underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION City of Carlsbad O817O7 9/17/O8 5 Show or note on the plans that the accessible parking spaces are to be identified by a reflectonzed sign, permanently posted immediately adjacent to and visible from each space, consisting of a) A profile view of a wheelchair with occupant in white on dark blue background b) The sign shall >70 in 2 in area c) When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade d) Signs may also be centered on the wall of the interior end of the parking space >36" from the parking space finished grade, ground or sidewalk e) Spaces complying with Section 1129B 4 2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 1129B4 f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility 6 Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space The sign shall be >17" x 22" with lettering not <1" in height Per Section 1129B 4 required wording is as follows "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense Towed vehicles may be reclaimed at or by telephoning " WALKS AND SIDEWALKS 7 If any proposed walks slope >1 20 (5%) they must comply with ramp requirements, per Section 1133B 5 1 8 Walks_along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B 7 9 The maximum permitted cross slope shall be Vi" per ft, per Section 1133B 7 1 3 10 Show or note that any abrupt level changes will be <1/2" along any accessible route of travel When changes do occur, they shall be beveled with a slope of <1 2 Level changes of <%" may be vertical NOTE If level changes >1/2", they must comply with the requirements of curb ramps City of Carlsbad OS 1707 9/17/08 MULTIPLE ACCOMMODATION SANITARY FACILITIES 11 Show or note, per Section 1115B 3 1 4 that the doors to the accessible water closet compartment will be equipped with a self closing device with a) >34" clear opening width when located at the side of the compartment • COUNTERS AND TABLES 12 Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible Section 1122B 1 (reception) 13 The tops of tables and counters shall be 28" to 34" from the floor Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high Section 1122B4 END OF DOCUMENT City of Carlsbad O817O7 9/17/O8 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 081707 PREPARED BY David Yao DATE 9/17/08 BUILDING ADDRESS 2052 Corte Del Nogal BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION T 1 office Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 31917 2937 2937 2937 cb Valuation Multiplier 3437 7538 288 4 66 By Ordinance ; 1nrp ^ • Reg Mod VALUE ($) 1,096,987 221,391 8,459 13,686 1,340,523 $4,009 74 Plan Check Fee by Ordinance Type of Review PI J Repetitive Fee"~"~ Repeats Comments $2,60633 Complete Review D Other ,—I Hourly Esgil Plan Structural Only Of 1 lue doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST ?//5/feDATE BUILDINGA6DRfsS~ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL 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 Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see \the^anached report of deficiencies marked withJ^KMake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date Date By FOR OFFICIAL USE ONLY AUTHORIZATION TO ISSUE BUILDING PERMIT Date 1C ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist Name ENGINEERING DEPT CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract • Carlsbad, CA 9200^-7314 • (76O) 6O2-2720 • FAX (76O) 6O2a'05'®2 BUILDING PLANCHECK CHECKLIST ST1 D ND2 D 3 D RD SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements F Right-of-Way Width & Adjacent Streets G Driveway widths H Existing or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service D D 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION F (BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a Project does not comply with the following Engineering Conditions of approval for Project No 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS CD CH CH 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 _. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \BUILDING PLANCHECK CKLST FORM (Joe BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date CH [H CH 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date D D D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 010 of the Municipal Code CI LZI 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans. D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by _ Date CH CH D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ST1 D D NO2 D -,RD 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan D MISCELLANEOUS PERMITS D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for n n n n n INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7138, for assistance Industrial Waste permit accepted by Date 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 10 a STORM WATER COMPLIANCE FORM Q Requires PSWP (project storm water permit) # Q Tie>J/Tier II (Requires SWPPP) - Please complete attached forms Exempt - Please complete attached exemption form 11 FEES Q Required fees are attached Q No fees required F \BUILDING PLANCHECK CKLST FORM doc iST ,ND D D 3 D RD n BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection F \BUILDING PLftNCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST* ST 2ND 3RD 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future CH EH CD 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: F BUILDING PLANCHECK CKLST FORM doc btr>lb-dJUH Pei-nit Solutions 8583911674 P. 8 Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit Q RIght-of-Way Permit ElectricalD My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires Issuance of one or more of the following permit types Fire Alarm Fixed Systems Mechanical Mobile Home Patio/Deck Re-Roofing Sign Spa-Factory Made Sprinkler Water Discharge (My project qualifies as NO THREAT and Is /exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) v, criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level (certify to the best of my knowledge that the above checked statements are (rue and comet I understand and acknowledge that even though this project does not faquir* preparation of a construction SWPPP, I mutt still adhere to, and at all times during construction activities tor the permit fypeftl check above comply with the storm water beat management practices pursuant to title IS of the Carlsbad Municipal Code and to C/fy Standards No Threat Project Assessment Criteria My project Is In a category of permit types exempt from City Construction SWPPP requirements (see City's fist of PermK Types Exempt from Construction SWPPP requirements and/or does not meet any of the High. Moderate or Low Threat criteria described above PraJtct MSMMrPmri No OmwfOiHKrt Admtad *g« Nsw J 7fcT.to_ AgMStenalm pro OHO Tdfc Dffto PreJtaiD. Project Storm Water Threat Assessment Criteria* Tlerl • Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat crrtena, is not an exempt permit type (See list above) end the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor construction activities {such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Tier 2 • Moderate Threat Assessment Criteria []] My project does not meet any of the Significant Threat assessment Criteria described below end meets one or more of the following criteria • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feel or more of sons disturbance Including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, en open drainage channel or watercourse, and/or • Construction will be initialed during the rainy season or will extend Into the rainy season (OcL 1 through April 30) TlerS • Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling end maintenance areas, and/or C] My project is part of a phased development plan that will cumulatively result In soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) The CHy Engineer may authorfu minor variances from the Storm Water Threat Assessment Criteria In specialcircumstances where H can be shown that a lesser or higher Construction SWPPP Tier Level Is warranted D ENGINEERING DEPARTMENT FEE CALCULA TION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by Date \o."Z2> -C& Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use (DMtlfajyL Sq Ft /Units 8 f 3£>3 EDU's + Types of Use iMfoM//)?^^ Sq Ft /Units g,3£> 3-V^fCJp EDU's ^ Types of Use Opfeg Sq Ft /Units •?. ICQ 4 *2 03*7 EDU's 4br f .—_. ^r" | ••* Types of Use Sq Ft /Units lt"7 EDU's Types of Use Types of Use fl\Qyu>'f . Types of Use APT CAL CULA TIONS List types and square footages for all uses Sq Ft /Units Sq Ft /Units " Sq Ft /Units Sq Ft /UnitsTypes of Use FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 , reduced Traffic Impact Fee) & NO NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANTD 1 PARK-IN-LIEU FEE FEE/UNIT 2 TRAFFIC IMPACT FEE ADT's/UNITS \CO NE QUADRANT X NO UNITS X FEE/ADT SE QUADRANT = $ D 3 BRIDGE AND THOROUGHFARE FEE {DIST #1 DIST #2 ADT's/UNITS X FEE/ADT =$ DIST #3 = $ D 4 FACILITIES MANAGEMENT FEE UNIT/SO FT £21 5 SEWER FEE EDU's *2>^ BENEFIT AREA (^ EDU's 1,& ZONE. X FEE/SQ FT /UNIT = $ FEE/EDU = $ 6 DRAINAGE FEES ACRES PLDA FEE/EDU HIGH = $ /LOW FEE/AC =$ 7 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FARMER\KArHY\MASTERS\FEE CALCULATION WORKSHEET dOC2008 doc Rev 7/14/00 -2,100 .2 ^ 0(4 , {om^e 33. D opao\in 6«•«• Q) Q) S CO Q 5- £ S* a sIII -C £ -C O O O D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB08-1707 Address 2052 Corte del Nogal Planner Chris Sexton Phone (760) 602- 4624 APN 213-061-Qfc Type of Project & Use JJ Net Project Density DU/AC Zoning P-M General Plan P-l Facilities Management Zone 5 CFD (in/out) #_Date of participation Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES D NO D TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval _ Discretionary Action Required APPROVAL/RESO NO _ DATE PROJECT NO _ OTHER RELATED CASES _ YES D NO Kl TYPE Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO M CA Coastal Commission Authority7 YES Q NO Q If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed? YES Q NO [X] If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES CD NO Kl (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES D NO Q (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 * \ Site Plan 13 D C Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines D D 1 Applicability YES D NO |^ D D 2 Project complies YES D NCQ Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope Required Required Required Required Required 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required Shown. Shown Shown Shown Shown Shown. Shown Shown Shown Shown D D 3 Lot Coverage Required Shown 4 Height Required Shown D D 5 Parking Spaces Required office - 96 warehouse - 22 Shown 96/22 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) please show how new roof mounted HVAC will be screened Please see handout Ql^ |O|n OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE |O| I "7 | $ H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category TI, INDUST Date of Report 09-10-2008 Name Address Reviewed by Permit// CB081707 Job Name TRANSWAORLD 31917SF TI/2937SF Job Address 2052 CORTE DEL NOGAL CBAD adequately conduct a review to determine compliant "^"aJ^^ppfBi^JtJ^a^arifi^ anH/nr standards Please review carefully all ^mmpntc ^ipiphad^wgug^ rpgimmiT \\nc- necessary plans and/or ^p^'t^it"™0 ^|ii«m.«-.j,ir VlniidH", Conditions: Cond CON0003040 [MET] Approved with condition that all egress control devices are to "fail-safe" open APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Any questions contact Mark Soderberg @ 760-602-4671 Entry 09/10/2008 By MS Action AP o-+>K) T3ftoVI CD ooo— O T2 "• PO O<gZZ00•rfjrpDO S.fp 5? 0n13O3NeSwsrM^*.-<<:<:VIOS-08-+iS5TD.O S?<•&"•31B£.COS1&Cfl i?Dn § 3C3 n E § «5-^§"BQ. C ft fa O ft •o • 3 g^^l 2 SzS.8-8. §• §. Z. x "3. « g1 ^o ow 3 0} o ?^ E. ^ 3.^ " ^^ n ft en Z 5PTO c P a §= a^ £• 3 -&3 w "° S>5> 3 oo oC ft •^ V3S "> 3era Q. 3o ja ooo ft £•nc(/I1 3 •o 3ft Q-ft X § f. •o 3_ | rtQ. «^onO1D•1n>oi§<!i— f.3g-3.S»a.mjy IC •oo3e3S.COS"g-CA <NJT:Y1t/)Sg.-1CDI!ra •o|NOECO1 ^ ^ *^ ^+ f |1 ^ 3 S- | |(TO 3 3 C -t, Q. TOo^ s -°"•3SP o -aQ. s. 3a. v -> ^^ H^ ~j_ ° S.5 oS1 ft 3 pO, en p_ 3 p 2 w P =n 3 =T ^ ft §=s srt 5-g 3- =r 3 3 If 5*3-e ft « 33 oo. "•>— t«Q. V; § &3 35 ft O CLi o & 2:H 3 (« 3 5P 3r^- ,ft UC/l P 3- 3n> ^ Om•oSD •O•o Cio M om 6) m M 3g § o (/IoC/3Da oooo G. OO 3*P ooo a.ft ft •oT3o3. (ra S3 o ft 3Q. O H -^fto I '# ft0 r q*—t- Gift S- I S o no! u cU) ; co: a>• to iI oo _Qc •o on O N)Ot-J m.Qc•5Ion[/Iaa *•"* •J ~i rf— n n S.<5 22 " *•^ oo -~. *<p 3- 3- rt- ^ H ° ^ Vi 3 N g O. "> § TO.n » A »• ~~ 3 S3 r+00.0 S- \w1 I > a. -»> o 3P5 fBa. £ o•at-f 5 3 V> •8 s-s> 3 S 3 *. 00 OO N o n -a 3 < i«. 3. 5 2E. o a- S i - m3. s. 265 5f 3JIT o s 3O ETa. oo •o a. •a <"H 5-3 "X X o ooo = 3 3" to fD 3 w »g q «§. « 8 H•<• = 5 ^ 5 rto o o 3 O O. N 00 oooa C/3 o-tlI 3"O § 3CL o3 o 3.0.n -a S §-t n Oof* VIVI B9•1O oo n_Qc •5 00a SEP-18-2008 02:38 PM Permit Solutions 8583911674 P. 2 10•^\ s a 5 t Q. 51 DD n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB08-1707 Address 2052 Corte del Nogal Planner Chris Sextori Phone (760) 602- 4621 APN 213-061- Type of Project & Use JJ Net Project Density DU/AC Zoning P-M General Plan FM Facilities Management Zone 5 CFD (in/out) #_Date of participation Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit Item Incomplete - Needs your action YES D NO D TYPE Legend: El Item Complete Environmental Review Required: DATE OF COMPLETION Compliance with conditions of approval' If not, state conditions which require action Conditions of Approval Discretionary Action Required: YES D NO g| TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval1? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO El CA Coastal Commission Authority? YES Q NO Q If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed? YES Q NO E3 If property has Habitat Type identified m Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activrty Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required. YES Q NO ^ (Effective date of Inclusionary Housing Ordinance - May 21,1993 ) Data Entry Completed? YES Q NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE") H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08 SEP-18-2008 02:38 PM Permit Solutions 8583911674 P. 3 bite 'Ian-n DD DD nn Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES D NO ^ 2 Project complies YES D NOQ Zoning: 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Intenor Side Street Side Rear Structure separation Required Required Required Required Required :ks Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown an 3 Lot Coverage Required .Shown DD 4 Height Required.Shown IS D D 5 Parking Spaces Required office - 96 warehouse - 22 Shown 96/22 ___ - (breakdown -by.uses_for_commerciaLandjndus1na|_projects,re^ S"^~ Residential Guest Spaces Required Shown / Q d CH Additional Comments 1) please show how new roof mounted HVAC will be screened Please see £^-Jp^_ &&&$&.> DATEOK TO fSSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 QUEST CONCEPTS INC. STRUCTURAL ENGINEERING T°! ll'9 906 555 Fax 6199065556 STRUCTURAL CALCULATIONS FOR TRANSWORLD MEDIA T.I. \ 2052 Corte Del Nogal Carlsbad, CA 92130 Xr: Job#08A014 September 2008 r>i ICCT r-^Ki^c-D-rc IM,~ 967 West Laure' StreetQUEST CONCEPTS INC. s n rA o7,n, STRUCTURAL ENGINEERING 7^619 9065555 Fax 6199065556 TABLE OF CONTENTS Page No. • Load Sheets 2 • Mezzanine Key Plan 3 • Beam and Joist Design 4 and 5 7 • Stud Wall Design 6 • Timber Post Design 7 • Mezzanine Lateral Analysis 8 and 9 • Mezzanine Shear Walls 10 to 12 • Mezzanine Holdown Design 13 and 14 • Foundation Design 15 • Metal Stud Partition Walls 16 to 28 • Steel Tube Column Lateral Support for Partition Walls 29 • Lateral Analysis of new HVAC Units 30 and 32 QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 West Laurel Street San Diego, CA 92101 Tel 6199065555 Fax 6199065556 LOAD SHEET • Mezz Floor Dead Load Flooring (carpet) 14"TJI's@12-inoc 3/4" Plywood 5/8" Gyp ceiling Elec /Mech /Misc 20 42 25 28 2_5 14.0 psf Ceiling Dead Load 1/2" plywood 2x 12 @ 16-m oc 5/8" Gyp ceiling Elec /Mech /Misc 1 5 30 28 JO 8.0 psf • Mezz Partition Walls Dead Load 20.0 psf 1st Floor Partition Walls Dead Load 2 layers of 5/8" Gyp 6"18GAstudsat16"oc Elec /Mech /Insul 56 1 2 1_2 8.0 psf • Live Loads Mezz Floor (Office) 50.0 psf Stairs 100 psf Office Ceilings 10.0 psf QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER_ PROJECT 'Ob SHEET NO \_ ^ JOB NO 11 V, sSfi DATE SHEET NO Qo QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92107 ENGINEER PROJECT 1 -!.<• F hji i fl2.A4<1 JOB NO O&h o |«f- Soj-U M = f If 38 1 (**.*>)• >'lt (Z 060 oco).2,~]v.TL/^0 OtL IV f6L 111 ^ 1 ' 1-l1f 1 ] \ tow 3VUI1) PA MI! AH !H1*1 QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE SHEET NO ENGINEER f f] JOB NO PROJECT [p~A (4$ LOO Y \ >\ LHAK-- V , ,r Tl n_E VXk. 7\ 5L V; L 4. a QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER_ PROJECT -£4 SHEET NO _JLJ JOB NO , ! G Jo|6[ fbji L' 'Viz (ft)' M i , kPu L HAX= 1 '&' l r A .4 114 = 21 ^ f ( ,. J£ik W Brt's -^ W t«a A- 1^1 *- 1 !•: -1m3 Qo QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER PROJECT y»a f Mi 'J SHEET NO V ' I JOB NO , i M/ieooti'tii'M'\itrf ' - }\0 ' J• 'KIM 'u1 QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE _ 9} /O?) SHEET NO 6? ENGINEER F ^} JOB NO ObAo jt| PROJECT Jj2.fr | A c AA) = .3 < 1-0 (0Q § Oo Q O O UJ ffl o ^ co ICO 00 O a> I . o3? m i *. 5! f g[sin : S . 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J ^ 1 (O I CO ! ^ ' O " T^ * h^ » r-cO.ino.cM.r-;oo; jcO'r-jioiT-'CO'OO'CM •+=H '«l^l-l.-l.-i.-lin: :co:co:o>:in:<o:<o:cn; (N ; ; co ; 10 ; o ; co ; r- ; co ; O) • CD ; • o; •* j co; CD j r--; co; to ! ! ! ! !•—In ;cN!>t Iio -ii-i^'i-^i, i-i.-i.-i-i T-;r-;oo;oo;in;oo;o;oonD;o ^~; !^! : I'.-'coieM!'*: '.t~- '•<£>'• m'.o'.to '.t^'.cr, '•?)'. T-; (O ; »- ; r>» ; co ; o> ; co ; <r> \ <N ; co - : in ; CM : oo • CM ; f ; co ; T- • o • ( •-' L-l^l, i^.i -i-.l.-i-i -I<o i o>: i^- • CM j m • CM i in • oo j m • m CM i r~ i •* i co • oo •»- • co • 10 •»\ to, . .T-:-^;CO','*;CO:-«)-;ID M o; co: N. ; m: m; «o; o>; o; en! •«-. ! i-! CM : co; •»«•; co. m; <o ooooooooooJOJOfOjOJO|OjO,OjO • O • O • O i O • O • O • O • O • O;o;o oio'.O'.o'.ojoio g'O'O'O'O'O'O'O'p'O:o:o;ooo;o;o;o;om ID .10 .in.m iin .m.o .0 ;o J -l.-i'^'.^'-.i_i ^i -Im.io.m.m.io.colco.m.in-CM ; CM ; r~; r-; CM ; co; co; CM ; CM; CMin^loo.'oojcoioiim.'CMiT-'CM't-. , : T- ! T- ; CM . co; -a>. m; t>. J._i.»i.^i.^i.^i.>i.-i '<m '-m ' in :m '-m '.m'.in '-in '.in : mco!in!co!io!in!txl!c''.r-..a>!o> inEiniinlinimiiniinlinfiniinT-!T-:CM'CM'CO co 'co'm'inli— QUEST CONCEPTS INC STRUCTURAL ENGINEERING LATERAL ANALYSIS Seismic Loads 967 West Laurel Street San Diego, CA 92101 Tel 6199065555 Fax 6199065556 QE = CSW where = 154 W (Plywood Shear Walls) V = 923 W (Plywood Shear Walls) CSMIN= 044 SDS I = 044 W Cs = SDS (R/l) Cs MAX = Spi T (R/l) where T = Ct (hh)x = 02(9 4)75 = 10 sec Ct= 02 x= 75 Building Category = II Importance Factor =10 Seismic Use Group = I Soil Classification = D Ss = 1 5 ST= 60 Fa = 1 0 Fv=1 5 SMS = Fa Ss = 1 0 (1 5) = 1 50 SMI = Fv 81 = 1 5 ( 60) = 90 SDS = 2/3 SMS = 2/3 (1 50) = 1 0 SD1 = 2/3 SMi = 2/3 ( 90) = 60 Seismic Design Category = D R = 6 5 (Plywood Shear Walls) V '0 = 30 (Plywood Shear Walls) Cd = 4 0 (Plywood Shear Walls) QE = CSW = 154 W (Plywood Shear Walls) For Allowable Stress Design multiply load by 7 Eh= 7pQE where p=1 3 and QE = 154 W Eh= 14 W By Inspection Seismic Governs DATE ENGINEER, PROJECT £4 SHEET NO. JOB NO QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER PROJECT 4 SHEET NO. JOB NO 5 log. A . LJA I IjLLLff) 1-1 H ii n 2522 3110 cc 111 51, DATE.g>/Q8> ENGINEERS. SUBJECT -f4 .SHEET NO JOB NO_ SWEA^UJAL-i. eCHEOUL-E"' MARK SHEATHING Mfo'L STR I 0 S IV$1 STR I 0 S. l*/»t STR I 0 S. ">/31 STR I B.S tf/3'lSTRI OS 15/32 STR I O.S 15/32 STR I O.S 15/32 STR I OS 15/32 STR I O.S. "»/3£ $Tf £ fa NAIL SIZE (2) 8d 8d 8d 8d 8d 10d lOd 10d lOd fM EDGE NAIL SPACING 6" 4" 3" 3" 2" STGR 6" 4" 3" STGR 2" STGR l*$fal- FIELD NAIL SPACING 12" 12" 12" 12" 12" 12" 12" 12" 12" IZ'1 SILL TO WOOD CONN CU 3/8" x 8" LB § 16° 3/8" x 8" LB 0 12" 3/8' x 8" LB 9 8" 5/8* x 8" LB 9 6" 3/8" x 8" LB 9 8" 3/8" x 8" LB § 16" 3/8"x8"LB012" 3/8" x 8" LB 9 8" 3/8" x 8" LB @ 6" 3/8" x 8" LB 9 6" SILL TO CONC CONN (1, 3; 5/8*0 AB 0 48" 5/8"0 AB @ 24" 5/8"0 AB 0 24" 5/8"0 AB 0 12" 5/8"* AB 9 16" 5/8"l» AB § 32" 5/8'l» AB 9) 24" 5/8"0 AB § 24" 5/8"0 AB 9 16" 5/8"0 AB © 14" CAPACITY (PLF) 280 430 550 1100 730 340 510 665 870 \%o SHEARUJALL NOTES: (\)OS. INDICATES SHEATWING ON ONE SIPE OF WALL AS SMOLUN ON PLANS. B.S. INDICATES SMEATWING ON BOTH SIDES OF LUALL. L.B. INDICATES LA<3 BOLTS. USE COMMON WIRE NAILS FOR ALL STRUCT. I SHEATHING. USE COOLER NAILS FOR ALL STPBOARD SHEATHING. (3) EMBEDMENT OF ANCHOR BOLTS INTO CONCRETE PER f~\(4) SEE TYPICAL PLTtU'D WALL SHEAR PANEL ASSEMBLY DETAIL^ J o no "5.a.ra e f ou EwSCO £ s? •aa> 2u 9)03 2n> Ctta> O ^"*. c •*** e ureQ. CO u £ ^p 130 rem(^. £. a.reO reo> 'ST ^, reO C ^J ^J, to co CM (O 00 CM CMCO (OCO oo cou oss •o Ik.«i 0 (AffJSa aS+*(0 2 •O(O CO f s "a CO na. a.oH- ,_ m CO §CM t--00 ? CN S o s 3 f/>JQII--OO c c: OO £ JB Ea S In5™^ ess 0" m o o m§in T- ooco o f- T- T- CM T- o o o o CO O ^t Cnr- en co *- r- m m CM•<• h- O Cnin CD o co m o o mcp in r~ enco ^- co m CO t-- CM CO CM co in ? CO O CO CD^* o ^ en CM CO ^ CO CM in in h~oo CM co en T- CM CO CM CO 00 r- COco CD in CMi- T- CM CM T- O CO COCM m CM o> •<- T- CM T- •<- CM r-- ooen •«- CD •* <n in <n in in o o mco in h- O)co T CD m TJ- m CO CO |— |—«LiLJ •aoo5 3 S a ^ CO XCM T- f- CD CM O CDCD in O) C33 CO CDin a> in m co ooT- CM CO TJ- ^ 00 ^ CO O ^±r»- co CD CN CM •*CO CD O 1^- •<*• CMT- T- CM CO §co oo CD m coIs- O> O) T— COCM TT t-- CM CO •*T- T- CM r- O) CM •* o CM00 i- CO CO T- CMT- CO m CO CM CDT— X— o en a> oo f- CD^ CO O> ^ O *~T- CM CO CD O> CN T— •* CN •* CD CD T-CM T- in h- o ooT- CM co in oo oT- CO O5 CD CM in T-O5 in CD CO O T-T- CM •* CD OO O O> O> Tf CO 00Is- T- a> CM m o T- T- CO TJ- CD CM CD I"- CO CO OCD O C- 00 O -£•<-•«- CN •* in CO O5 CO CD CM in•^- r-- co T- o o•>- CM CO •^- in in <n in in in.Q ^ ^ ^ ^ .Q t*- O> CM •* O CMCO •«- CO CO T- CMT- co in co CM co •»~ •»— c £ E COj-C O) O) O) O! ?2 i ^§c? o5s a —(0 X I-- CO CM 00 If:in o co CM ooO) in oo ^* T~i- CM •<* CD CO ^ 00 CM CMco CD oo in CNCD O 00 O5 T- T- T- CN -<t CO CO CD ^" ^" T- CN CO co in o) ^ o•<- CM CM co c- T- m T— V" CM ^ O) "^ ^"T- in CM oo r- CM CO CO O5 CO O) CO CM OO Oin co r~ co coT- CM •* r>- oT~ O en •* co CMT- en in in h-T- T- co m r-- r- t- CO TJ- CO en co CD en inr~- co co CD T-•«- CN co m in tn in in in en CM 3 co T-T™ co ^r r^* coco in en -t o *- CM ^ O Q> O) O3 co 3U J3 5 ^ CO CM OO ^T- co T- m co1 "5omCOca i O) CO >.^ n0) CO « M _O ae 1 1o m •g c£ "5. w «^ £ 0 oO S E •M (O XCM oo-;cCO COCM .cr. CM'lOCnBCN III ,T: V.CN S O>^<£> .T?-;J^— '.-:„• y,'.f •¥f|:: CM/.lOCM-C35CO O •- J'l^" ^t.':.,'1^' .• V.' / ';*f.y,f ^- V.J'^ O,CO S*?W •;, •;/',"•" SI ";'' •-•&-: ; r . ^j • ' Sri.V.-Vl*^ •• ^•s .-«iSf.5l iV-'v?.'f*'.;?s-" in; co .. j'--jf~.' .;: J7J<; J?S|: •^•smf*«* SCO CMf.CO 'jl"*.1". P^'.=* CO (A.a A CD O §5? T— T— CO 00 §co &2u U 3 1a.«• V) X o ocT- COin t*-CO Tj- O CN CM CO in •*m enr~- coT- CN •<- in T- T— i^ cn OO T-T— OO CD T— in cooo enin t~- 00 00co enM- m O CMen coco in 88?CM CO (/> in-D J3 £§? •<- 1C T™ T— 00 00 §5 Duncan • Morales & Associates STRUCTURAL ENGINEERS DATE " {"& SHEET NO, ENGINEER F I"] JOB NO PROJECT F. Hr LiM&5.t? L 1 Qo QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 VV Laurel Street, San Diego, CA 92101 DATE < ENGINEER PROJECT ?/0& SHEET NO T' 1 F M JOB NO Ofth.o'A \ 1 j Vay\*j(rto\\/i f Li HE. CC QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE g> (Ob ENGINEER £ PROJECT SHEET NO JOB NO OftA0!^ "f A £ P -- ] 1700 PS ^ ( AAJ A6 r C? • i PtL * A 5 'P = «J.1i(Oll700j>6f -• 1^00 ^ , , , \l (0lac Co A 6 P-* J- •/ / x / \ ^t- \ QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER_ PROJECT £4. SHEET NO JO? JOB NO ( il'-3'!nMj n V f P5 j= 65HA-ATA 1* fT ^ - 12.' If I- L/2 U|A!!S 00 TI -X QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER F PROJECT Ob SHEET NO JOB NO - |2-fj'rfP|2. im 3 "U'Jo UA5 Iv i»i ,w f, ^ not h&L ^W-ml :i.fwiH(i' Q0 QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 VV Laurel Street, San Diego, CA 92101 DATE ENGINEER PROJECT *>faf U F 11 ' 1 P- A \ SHEET NO |2> JOB NO OftA0 i^j l^^pJ T T /\ n - Hilt-= I16(|.»)-I»«/P/SL > Qo QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE V/0& ENGINEER F Mi I PROJECT T^AM SHEET NO 1 JOB NO 0?)kO\^ 5tX><3 ( Of Hiifi .H6i It1 e IjJ uJ I AI . 3%»p !"/_ j r< Qo QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER PROJECT V /O?) \ n1 ' 1 SHEET NO JOB NO Of) 4$(jJov U '10 i - -K lfc.fr1 L/ /Ifto 4 /. 0 c" Limiting Wall Height Tables — Composite Interior Non-Structural Composite Table Notes 1 Composite wall sheathed both sides full height with Vi" gypsum wallboard for 18 and 33 mil 2 Composite wall sheathed both sides full height with %" gypsum wallboard for 43, 54 and 68 mil 3 Sheathing attached with #6 screws mm at 12" o c max 4 362S125 member is based on 350S125 test data For both 362S125 and 350S125 members use values listed for362S125 Interior Non-Structural Composite '162S125-18 :162S125-18 162S125-18 162S125-33 162S125-33 162S125-33 2' 10'7" 9'9'f 13'0" 9'6" 8'11" 8'5 10'11 10'0 250S125-18 250S125-18 250S125-18 250S125-33 250S125-33 250S125-33 250S125-43 250S125-43 250S125-43 15'1" 13 3"f 11'10-f 17'9" 16'5" 14' 10" 20'0" 18'8" 17-2" 10'5" 9'10-9'3" 12M" 11'2" 10'0- 13'9' 12'10' 11'9" 10'5" 9'10" 9'3" 12' 1" 1V. 2- 10'0" 13'3" 12'3" 362S125-18 362S125-18 362S125-18 362S125-33 362S125-33 362S125-33 362S125-43 362S125-43 362S125-43 362S125-54 (50 ksi) 3623125-54(50 ksi) 16 362S125-54 (50 ksi) 24 362S125-68 (50 ksi) 12 362S125-68 (50 ksi) 16362S125-68 (50 ksi) 24 17'8" f 15'4" f 13'9" f 22' 6" 20'8" 18'6" 25'3" 23'5" 21'3" 26'9" 24'9" 22'4" 27'6" 25'2" 22'4" 13'3" 12'5" 11'0-f 15'6" 14'3" 12'9" 16' 10" 15'5" 13'9" 17'9" 16'3" 14'4" 19'0" 17'4" 15'4" 12'0" 10'9" f 9'5"f 14'1" 12'11"1V 7" 15'2" 13' 10" 12'3" 15' 10" 14'5" 12'7" 17' 3" 15'9" 13'11" 10' 10" 10'1" 13'7" 12'6" 11'2" 14'6" 13'3" 11'8" 15'3" 13' 10" 12'1" 16'7" 15'1" 13'4" 17' 10" 16'5" 14'9" 19'7" 18'0" 16'3' 21'2" 19'7" 17-8" 21' 10" 20'0" 17-8" 15'6" 13' 10" 18'6" 17'1" 15'5" 19'1" 17'5" 15'6" 400S125-18 400S125-18 400S125-18 400S125-33 400S125-33 400S125-33 400S125-43 400S125-43 400S125-43 400S125-54 (50 ksi) 12 00S125-54 (50 ksi) 16 400S125-54 (50 ksl) 24 003125-68 (50 ksl) 12 400S125-68 (50 ksi) 16 400S125-68 (SO ksl) 16' 5" 15' 4" 14' 2" 19' 11" 18'4" 16' 5" 14'4" 13'4" 12'4" 17'4" 15'11" 14'3" 18'3" 16'8" 14'8" 20' 00" 18'4" 16'4" 21' 10- 20'2" 18'2" 12'6" 11'8" 10'9" 15'0" 13 8"" 12'4" 15'11" 14'6" 12'8" 17'3" '15' 9" 13'11" 18' 10" 17'4" 15'6" 13' 8" firirt 10' 5" f 19' 11" 18 4" 16' 5" 21 ' 2" 19'4" 1V 4"10'6" 9'9" 13'7" 12 6" 1V2" 14'5" 13 2" 1V6" 15'7" 14'2" 12'6" 16'11" 15'6" 13 9" 10' 5" f 15'8- 14 5" 12' 10- 16-8" 15'2" 13'4" 25'1" 23'1" 20'9" 27'4" 25'2" 22'7" 29'1" 26'9" 23'11" 31'6" 29'1" 26'2" 21'11" 20 2" 18'1" 23'6" 21'7" 19'3" 25'3" 23'2" 20'8" 27'5" 25'3" 22'9" 17M" 15'11" 14'3" 18'4" 16'9" 14' 10" 19' 10" 18'2" 16'1" 21'8" 19'11" 17MO" 19'5" '17' 2" 22' 11" 21' 1" 18' 10" 25' 0" 23' 1"20' 9" 16'4" 14'6"19' 6" 17' 11" 15' 11" 24' 10" 22' 10" 20' 6" s Shear/web crippling controls allowable wall height f Flexural stress controls allowable wall height 12 SSMA l\ Limiting Wall Heights — Curtain Wall Wall Height Table Notes 1 2 3 4 5 Lateral loads multiplied by 0 75 for strength determination per AISI A5 1 3 Check end reactions for web crippling Limiting heights based on continuous support of each flange over the full length of the stud Heights based on steel properties only Values based on F ..= 33 ksi i hJMem6er»' '"(info b 350S162-33 12 ' 350S1 62-33 16 350S162-33 24 350S162-43 12 ; 350S162-43 16 > 1V 350S162-43 24 350S162 54 12 350S162-54 16 350S162 54 24 350S162-68 12 350S162-68 16 350S162-68 24 362S137-33 12 362S137-33 16 362S137-33 24 362S162-33 12 362S162 33 16 362S1 62-33 24 362S200-33 12 362S200-33 16 362S200-33 24 362S137-43 12 362S137-43 16 362S137-43 24 362S162-43 12 362S162-43 16 362S1 62-43 24 362S200-43 12 362S200-43 16 362S200-43 24 362S137-54 12 362S137-54 16 362S1 37-54 24 362S1 62-54 12 362S162-54 16 362S162 54 24 362S200-54 12 362S200-54 16 362S200-54 24 362S137-68 12 362S137-68 16 362S137-68 24 362S1 62-68 12 362S162-68 16 362S162-68 24 362S200-68 12 362S200-68 16 362S20IW8 24 :§,12d%l524b/ljb6d 23ff 1ff9" 1ff5" 2V 6" 171 14' 11 Iff 9" 14 11" 13' 0" 259" 2ff5" 1710 23-5- iffr iff? 2ff5" Iff? 14'? 27 r 2V11" 191' 251" 1911" ir4" 2V11- ir4" 15? 296- 23-5" 2ff5"2fficr 2V y is r23-5" wr iffy 231? 18-5" 1ff1"2V r wg" 14' r 1ff5" 14'7" 129" 24'4" 193" 1S10 221" 176" 15' 4" 193" 154" 13' 4" 25r 2ff4" 179" 237 18-5" 1ff1 2ff4" 1ff1" 14' 1" 25y 2ffO" 176" 2211" Iff? 151V 20-0" 15'11" 13-10" 2ff6" 21' 0" 18' 4" 24' 0" | 1g1'| Iffy 2VO"nffTT 14' r 2T11" 22? 194"255" 2ff? irr22? irr 15'4" 270" 2V 5" 18-9" 24T 196" 170" 21-5" 170" 14'10" 2ff4" 226" 198" 2591 2ff5" 17W 226" mO" 15'r 3ffO" 23-9" 2ff9"2r y 21 r ^s 10- 23 y 18' 10" 16-6" 2ff11" 2211" 2ffO" 2ff3" 2ff10" 18'? 2211" Iff? 1510" Sff 4' 24' 1" 2V 0" 27 r 2V 10" 191" 24'1" igi" W y 321" 256" 22y 2g? 23-2 201?256" »? irar iBSfRfw 130" 1V 4" 9T 1V 10" Iff 4" ff 8iff4- go- rr 14'? 124 W5" 1210" 11 3" 96"ivy 910" ffy 15? 13-3 1V? 13-9" 120" Iff?1 120" 1ff6" ff10" Iff 3" 14'? 1V 11 14' 9" 1210" W10"1210- n-y 96"niBSi.jiifJ^'Siij'MSiiffigBiH!129- iv? 95-n-r wr a-6"wr ffio" 75" 134" 1V 8" 910"12? wr 8'irwr 93" no- 14'1" 123" Iff 4" 129" 11 ? 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SW 75"g? so- eg"ffo" ro" sir Iff 10" 9ff Sffg 10" ff r r y Sr 76T ff4" 8cy rs" ffyrg1 59- 58" ff8f 511" 50" ffir no- er 8T rr ffO"rr ff? s?9ff ffy ffir8'y rs" ffy751 ee" 56"gy ffr ffw 8'S- r4" 61? r4" ffS- 55" 99" Sff 77 ffio" ry ffyry ffg" syw 3" 90" rr 94" ff? fflO" a1? rr so* 911" ffy 74" go- 710" ffy 710" fflO" 59" W.5" 91" 78"gy ffy 70-8'y ry er11- o" gr ffrwo" «& r4"8'9" rr es"wr gy ntrgy ff? rra1 5" r 4" e ? 1V? 99" ff? W? ff10" 75 fflO" 791 ffF iv w w 4" ffy Iff 9* 94" 711" 94" ff? ffir " f" denotes stress controlled section, all other sections are deflection controlled 16 Section Properties Structural (S) Stud Section Properties -y^lg^ • 250S137-33 00346 250S137-43 00451 I250S137-54 00566 250S137-68 00713 2508162-33 00346 !250S162-43 00451 : 2508162-54 00566 I250S16M8 00713 '350S16233 " 00346~ 3505162-43 00451 350S162-54 00566 3508162-68 00713 3ig5wy8iiSr:Bx-'i£S&£:55c.:5j 3,628.137-33 00346 3628137-43 0 0451 3628137-54 00566 362S137-68 00713 362S162-33 00346 362S162-43 00451 3628162-54 00566 362S 162-68 00713 362S200-33 00346 3628200-43 00451 3623200-54 00566 3628200-68 0 0713asaasnraaa-MHSa^Bft'iia 4008137-33 00346 4008137-43 0 0451 4008137-54 00566 4008137-68 00713 4008162-33 00346 4008162-43 00451 4008162 54 0 0566 4008162-68 00713 4008200-33 00346 4008200-43 00451 400S200-54 00566 400S200-68 00713HSSllSK^JWS^SSMiiiSi 5508162-33 00346 5508162-43 00451 550S162-54 00566 SSOSIK^S ...00713 600S137-33!!ik*0034t' 6008137-43 0 0451 600S137-54 00566" ' 6008137-68 00713 6008137-97 0 1017 6008162-33 0 0346 6003162-43 00451 6008162-54 00566 6003162-68 00713 600816297 01017 600S20W3 00346 600S200-43 00451 6008200-54 00566 6003200-68 00713 6008200-97 0 1017 600S25CM3 0 0451 6008250-54 0 0566 6008250-68 00713 600S250-97 01017 r^m;8f-^dS'>';fj4^^gs^ag^teM^^^fej |^S^%:'^liS^^S 0197 067 0203 0163 1015 0052 0515 0255 087 0.261 0208 1010 0067 0511 0316 107 0318 0255 1004 0080 0504 0390 133 0386 0309 0994 0095 0495 0223 076 0235 0188 1027 0087 0624 0.289 098 0302 0242 1022 0111 0620 0358 122 0370 0296 1016 0135 0613 0443 151 0450 0360 1007 0162 0605 0258 088 0508 0290 1404 0098 0617 0334 114 0654 0374 1400 0125 0612 0415 141 0804 0460 1392 0152 0606 0515 175 0985 0563 1383 0184 0597 0236 080 0479 0264 1424 0059 0501 0306" T04 0~616 0340 1419 0075 0497 0379 129 0756 0417 1411 0091 0490 0470 160 0922 0509 1401 0109 0480 0262 089 0551 0304 1450 0099 0618 0340 116 0710 0392 ,1445, 0127 0611 5l22~| 144 0873 0481 1 14381 0 154 0604 '0524"' 178 1069 0590 TT2T 0186 0596 0297 101 0648 0358 1478 0177 0772 0.385 131 0838 0461 1474 0227 0767 0479 163 1030 0568 1467 0277 0761 0595 202 1265 0698 1458 0337 0753 0249 085 0603 0301 1556 0061 0496 0323 110 0776 0388 1551 0078 0491 0401 136 0953 0477 1542 0094 0484 0497 169 1165 0582 1531 0112 0475 0275 094 0692 0346 1586 0103 0611 0357 121 0892 0446 1581 0131 0606 0443 151 1098 0549 1574 0159 0600 0550 187 1.346 0673 1564 0192 0591 0310 105 0812 0406 1619 0183 0769 0402 137 1047 0524 1615 0235 0764 0500 170 1292 0646 1608 0287 0758 0622 212 1.589 0795 1599 0349 0750 0327 111 1458 0530 2112 0113 0589 0424 144 1883 0685 2107 0145 0584 0528 180 2324 0845 2098 0178 0577 0657 224 2861 1040 2086 0212 0568 0318 108 1582 0527 2229 0069 0464 0413 141 2042 0681 2223 0087 0459 0"514 175 2518" 0839 2213 "0105" 0452 0640 218 3094 1031 2200 0125 0443 0889 303 4188 1396 2170 0159 0422 0344 117 1793 0598 2282 0116 0581 0447 152 2316 0772 2276 0148 0578 0556 189 2860 0953 2267 0180 0570 0693 236 3525 1175 2255 0.218 0560 0966 329 4797 1599 2229 0283 0541 0379 129 2075 0692 2340 0209 0743 0492 167 2683 0894 2335 0268 0739 0613 209 3319 1106 2327 0328 0732 0764 260 4101 1367 2316 0400 0723 1067 363 5612 1871 2293 0530 0705 0537 183 3082 1027 2396 0458 0923 0670 228 3819 1273 2388 0562 0917 0836 284 4727 1576 2378 0688 0908 1169 398 6496 2165 2357 0923 0889 •jililEtesli'i'SSIIdjsM 0203 0158 309 1040 1272 0261 0.205 453 1350 1260 0318 0255 576 1656 1250 0386 0309 719 2017 1250 0235 0180 355 1040 1274 0302 0240 522 1350 1253 0370 0296 657 1656 1250 0450 0360 821 2017 1250 0508 0279 550 1046 1779 0654 0372 808 1777 1755 0804 0460 1020 2403 1750 0985 0563 1283 2959 1750 0479 0254 502 1039 1842 0"616 i)33TT3Sn77TT82T 0756 0417 943 2497 1812 0922 0509 1187 3076 1812 0551 0292 577 1039 1843 OTO~"0"389J26_. 1777" T81T0873TO 481 M0691 2497 1812 lOW 0590 134413076 1812 0643 0318 629 1039 1698 0836-0448 885 1777 1834 1030 0568 1236 2497 1812 1265 0698 1554 3076 1812 0603 0290 574 936 2031 0776 0382 843 1777 2014 0953 0477 1078 2777 2000 1 165 0 582 13 58 3429 2 000 0692 0332 657 936 2032 0892 0443 .9 63, 1777 2006 TOglO 549 nTljf 2777 2000 TW 0 673 TFST 3429 , 2 000 0805 0362 716 936 2091 1047 0509 1006 1777 2023 1292 0648 1406 2777 2000 1589 0795 1768 3429 2000 1458 0512 1011 670 2787 1883 0681 1479 1487 2757 2324 0845 1876 2799 2750 2 861 1 040 23 72 4442 2 750 1582 0510 1007 612 3039 2042 0670 1480 1358 3018 2"518""0839 1898 2708 3000 3094 1031 2405 4442 3000 4188 1396 3448 7372 3000 1793 0577 1141 612 3039 2318 0767 1668 1358 3007 2860 0953 2117 2708,3000 3525 1175 2679 4442 3000 4797 1599 3837 7372 3000 2059 0617 1220 612 3135 2683 0873 1724 1358 3028 3319 1106 2407 2708 3000 4101 1367 3042 4442 3000 5812 1871 4349 7372 3000 3082 0918 1814 1358 3134 3819 1159 2290 2708 3115 4727 1522 3008 4442 3045 6498 2160 4880 7372 3003 0318 0244 822 2510 1274 0386 0308 1065 3057 1251 0370 0288 862 2510 1267 0450 0357 1210 3057 1255 0804 0447 1337 3446 1773 0985 0557 1889 4483 1758 0756 0400 1347 3446 1844 0922 0508 1756 4661 1814 0873 0468 1400 3446 1836 1069 0584 1980 4661 1820 1030 0509 1525 3446 1898 1265 0673 2234 4661 1844 0953 0457 1540 3446 2034 1165 0581 2010 5196 2002 1098 0533 1596 3446 2026 1346 0666 2260 5196 2009 1292 0580 1736 3446 2091 1589 0766 2541 5196 2035 2324 0821 2459 2967 2782 2861 1031 3494 5468 2761 "2518 0809 2723 2708 3042 3094 1029 3560 5468 3002 4188 1396 5080 111243000 2860 0927 2776 2708 3034 3525 1 164 3946 5468 3011. 4797 1599 5673 11124 3000 3319 1002 3001 2708 3117 4101 1317 4371 5468 3047 5612 1871 6453 11124 3000 3760 1069 3200 2708 3.207 4 727 1 342 40 19 5468 3 191 6496 2063 6938 111243062 0 079 0 075 -1 170 1 633 0 486 0173 0094 -1158 1620 0489 0337 0113 -1150 1608 0488 0661 0134 1 142 1593 0486 0 089 0 144 -1 501 1 923 0 390 0196 0182 -1489 1909 0392 0383 0.219 -1482 1898 0391 0752 0262 -1474 1885 0389 0103 0273 1351 2044 0563 0227 0345 1339 2031 0565 0443 0418 -1331 2019 0566 0872 0503 1321 2004 0565 0094 0162 1026 1826 0684 0207, 0204 -1015 1814 0687 0405 0246 -1006 1801 0688 0797 0.294 -0996 1784 0689 0105 0293 -1335 2065 0582 0230 0371 -1323 2052 0585 0451 0449 -1314 2040 0585 0887 0540 1305 2024 0585 0118 0571 -1770 2432 0470 0261 0726 -1758 2419 0472 0511 0884 -1750 2407 0471 1 008 1 070 -1 741 2 393 0 470 0099 0200 -0987 1908 0732 0.219 0253 -0976 1897 0735 0428 0305 -0967 1884 0737 0842 0365 -0956 1866 0738 0110 0358 -1288 2133 0635 0242 0453 -1276 2121 0638 0473 0550 -1.268 2108 0638 0933 0663 -1.258 2092 0639 0124 0689 -1715 2481 0522 0272 0876 -1703 2.468 0524 0534 1068 -1695 2456 0524 1054 1.295 -1688 2441 0523 0 130 0 704 -1 134 2.468 0 789 0.288 0,894 1123 2458 0791 0564 1088-1114 2445 0792 1114 1316 -1 103 2427 0793 0127 0493 -0823 2421 0884 0280 0625 -0813 2411 0886 0549 0757 -0804 2398 0888 1084 0911 -0793 2380 0889 3066 1179 -0770 2341 0892 0137 0851 -1091 2595 0823 0303 1082 -1081 2.585 0825 0594 1318---1072 2572 0826 1174 1596 -1061 2554 0828 3329 2093 -1039 2518 0830 0151 1577 1479 2866 0734 0334 2012 -1468 2855 0736 0655 2461 -1459 2842 0737 1295 2997 -1448 2826 0737 3679 3981 -1427 2791 0739 0364 3379 1898 3193 0647 0 715 4 146 -1 889 3 180 0 647 1416 5071 -1878 3164 0647 4030 6798 -1857 3130 0648 3%' 1 Web-height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6 SSMA Section Properties Structural (S) Stud Section Properties "' ;:Design £ .•Thickness Section ..., '(in)- i 8008137-33' 00346 800S137-43 00451 \ 800S137-54 00566 ! 8008137-68 0 0713 8008137-97 0 1017 5,\ A 8008162-33' 00346l£v? X A.f\\ / ^8008162-43 00451 8008162-54 00566" 8008162-68 00713 8008162 97 0 1017 8008200-33' 0 0346 8008200-43 0 0451 8008200-54 00566 8008200-68 00713 8008200-97 0 1017 8008250-43 00451 8008250-54 00566 800S250-68 00713 8008250-97 01017 _ RJ4i£*!3At5f4feiiJ3tW H ie53™!^?JIi>1000S162-43' 0 0451 10008162-54 00566 10008162-68 0 0713 10008162-97 0 1017 10008200-43' 0 0451 10008200-54 0 0566 10008200-68 0 0713 1000S200-97 0 1017 1000S25M3' 0 0451 10008250*1 00566 10008250-68 00713 1000S25(W7 01017 1200S162S1 0"0566 12008162-68 00713 1200816297 01017 12008200^4' 0 0566 1200S20068 00713 12008200-97 0 1017 1200S250-54' 0 0566 1200S25(«8 00713 12008250-97 0 1017 •'Area Weight'; ta , >S« :Rx i ^';.,lyy, ;'^|Rl£ 0388 132 3198 0799 2873 0073 0435 0503 171 4134 1033 2866 0093 0430 0627 213 5110 1277 2855 0112 0423 0782 268 6303 1576 2839 0134 0414 1093 372 8597 2.149 2805 0169 0394 0413 141 3582 0896 2943 0125 0550 0537 183 4633 1158 2937 0160 0546 0670"~2-28~"5736T 1^IS "2927" 0 WT539" 0836 284 7089 1772 2.913 0235 0530 1169 398 9713 2428 2883 0305 0510 0448 152 4096 1024 3023 0227 0712 0582 198 5302 1325 3018 0292 0708 0726 247 6573 1643 3009 0357 0701 0907 309 8140 2035 2996 0435 0692 1271 432 11203 2801 2969 0576 0673 0627 213 6015 1504 3097 0500 0893 0783 266 7465 1866 3088 0614 0886 0978 333 9261 2315 3077 0752 0877 J372 .467 JiTW^S 197 3053 1 009 0857 "Jeff" Yf3J>"8i025t"'i605'3577 0168 0518 0783 266 9950 1990 3565 0.204 0511 0978 333 12325 2465 3550 0246 0502 1372 467 16967 3393 3516 0320 0483 0672 229 9085 1817 3676 0309 0677 0839 286 11278 2256 3666 0378 0671 1050 357 13994 2799 3652 0460 0662 1474 502 19336 3867 3622 0609 0643 0717 244 10203 2041 3771 0531 0860 0896 305 12677 2535 3762 0653 0854 1121 381 15751 3150 3749 0799 0844 1576 ,5.36. 21 827 4 365^ 3 722 1 072 J) 825 0896"T"05 VVsO 2622*4 190 0212 0486 1121 381 19518 3253 4173 0255 0477 1576 536 26966 4494 4137 0331 0459 0953 324 17662 2944 4306 0393 0643 1192 406 21947 3658 4291 0479 0634 1677 571 30417 5069 4258 0635 0615 1009 343 19681 3280 4416 0683 0823 1263 430 24484 4081 4402 0838 0813 1779 605 34016 5669 4373 1121 0794 3198 0663 1310 455 4335 4134 1033 2042 1008 4000 5110 1277 2889 2006 4000 6303 1576 36.74 4048 4000 8597 2149 5309 9037 4000 3.582 0757 1496 455 4306 [46331 1 158 I2289I 1008 4000 5736'' "1 334 Si's? Z'OW^TKRT 7089 1772 4041 4048 4000 9713 2428 5827 9037 4000 4096 0812 1604 455 4410 5302 1293 2554 1008 4038 6573 1643 3575 2006 4000 8140 2035 4529 4048 4000 11203 2801 6512 9037 4000 6015 1313 2595 1008 4219 7465 1712 3382 2006 4134 9261 2240 44.26 4048 4053 12.789 3190 7206 9037 4004 |8025Tl4H]2794l 802 5292 '9950 1990 3932 1593 5000 12325 2465 5620 3209 5000 16967 3393 8143 9037 5000 9085 1580 3123 802 5319 11278 2256 4457 1593 5000 13994 2799 6228 3209 5000 19336 3867 8992 9037 5000 10203 1617 3195 802 5508 12677 2277 4499 1593 5213 15751 3054 6034 3209 5060 21827 4356 9840 9037 5004 15730 2334 4611 1321 6311 19518 3253 6428 2658 6000 26966 4494 10785 7814 6000 17662 2658 5252 1321 6281 21947 3658 8140 2658 6000 30417 5069 11787 7814 6000 19681 2679 5294 1321 6521 24484 3963 7831 2658 6065 34016 5658 12780 7814 6004 5110 1249 3738 2006 4032 6303 1573 5440 4048 4003 8597 2149 7822 11124 4000 "5736 1397 4184 2006 4039 7089 1757 5957 4048 4013 9713 2428 8614 11124 4000 6573 1475 4415 2006 4168 8140 1964 6521 4048 4055 11203 2801 9663 11124 4000 7378 1525 4566 2006 4323 9261 2003 5996 4048 4219 12.789 3053 102.70 11124 4073 9950 1712 5126 1593 5332 12325 2465 7380 3209 5000 16967 3393 12037 9461 5000 11278 1805 5404 1593 5478 13994 2744 8215 3209 5037 19336 3867 13342 9461 5000 12660 1879 5626 1593 5635 15751 2670 7994 3209 5317 21827 4181 14063 9461 5082 15730 2024 6060 1321 6695 19518 2953 8841 2658 6257 26966 4494 15942 7814 6000 17662 2143 6417 1321 6836 21947 3265 9775 2658 6300 30417 5069 17489 7814 6000 19681 2.238 6701 1321 6995 24484 3147 9422 2658 6643 34016 5446 18315 7814 6088 0155 0948 -0709 2991 0944 0341 1202 -0700 2981 0945 0670 1460 -0691 2967 0946 1325 1762 -0680 2948 0947 3767 2295 -0658 2908 0949 0165 1615 -0951 3142 0908 0364 2056-0941 3132 0910 0715 2509 -0932 3119 0911 1416 3047 -0921 3101 0912 4030 4023 -0899 3062 0914 0179 2945 -1306 3369 0850 0395 3763 1295 3359 0851 0775 4612 -1286 3346 0852 1537 5631 -1275 3329 0853 4381 7524 -1253 3292 0855 0425 6320 -1695 3641 0783 0836 7769 -1686 3628 0784 1658 9526 -1674 3611 0785 4731 12.838 -1652 3575 0787 0425 3404 -0836 3709 0949 0836 4160 -0827 3696 0950 1658 5060 -0817 3677 0951 4731 6708 -0795 3637 0952 0456 6169 -1162 3914 0912 0896 7595 -1153'3901 0913 1779 9291 -1142 3883 0913 5082 12460 -1120 3845 0915 0486 10404 1535 4161 0864 0957 12805 -1525 4148 0.865 1899 15726 -1514 4130 0.866 5433 21268 1491 4093 0.867 0957 6.293 -0744 4283 0970 1899 7666 -0734 4264 0970 5433 10187 -0713 4223 0971 1017 11462 1047 4478 0945 2020 14038 -1036 4459 0946 5783 18876 1014 4420 0947 1078 19354 -1395 4704 0912 2141 23796 -1384 4686 0913 6134 32260 -1361 4648 0914 &" to" 1 Web-height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6 8 Section Properties Structural (T) Track Section Properties .,.•-".;' ' Beslgn , v is' . jAJtiickiiess liJsecHm^'^On)''^ 162T125-18 00188 162T125-27 00283 162T125-30 00312 162T125-33 0 0346 I250T125-18 00188 250T125-27 00283 i250T125-30 00312 '250T1 25-33 00346 1 250T125-43 0 0451 J250T125-54 00566 [250T125-68 00713 250T150-27 00283 250T150-30 00312 250T150-33 00346 250T1 50-43 00451 250T150-54 00566 250T15<«8 00713 250T20IW3 00346 250T200-43 00451 250T200-54 00566 250T200-68 00713ssasissaassvwisaeiSli 350T125-18 00188 350T125-27 00283 350T125-30 00312 350T125-33 00346 350T125-43 00451 350T125-54 00566 350T125-68 00713 350T150-27 00283 350T150-30 00312 350T150-33 00346 350T150-43 00451 350T150-54 00566 350T150-68 00713 350T200-33 00346 350T200-43 00451 350T200-54 00566 350T200-68 00713BXSS&aSSKIBBS&Bl 362T125-18 00188 362T125-27 00283 362T125-30 00312 362T125-33 00346 362T125-43 00451 362T125-54 00566 362T125S8 00713 362T150-27 0 0283 362T150-30 00312 362T1 50-33 00346 362T150-43 00451 362T150-54 00566 362T1 50-68 00713 362T200-33 00346 362T200-43 00451 362T20054 00566 362T200-68 00713 '^a^.We|hR&S:T.^)a'; 3m?%i4*sll Hin!). ' (Ib/ft) -'(in'), -«(ifi?)- ;..(lnjfeWn«js£fi(ih)& 0078 0.26 0042 0048 0740 0013 0411 0117 040 0063 0072 0735 0020 0410 0129 044 0070 0079 0735 0022 0409 0143 049 0077 0087 0736 0024 0408 0094 032 0105 0080 1057 0015 0399 0141 048 0157 0119 1053 0022 0398 0156 053 0173 0131 1053 0025 0397 0173 059 0192 0145 1054 0027 0397 0.225 077 0250 0188 1055 0035 0395 0.282 0% 0318 0.236 1062 0043 0392 0355 121 0408 0297 1072 0054 0389 0156 053 0181 0137 1078 0037 0486 0172 058 0199 0151 1078 0040 0488 0190 065 0221 0167 1079 0045 0485 0248 084 0289 0217 1080 0058 0483 0311 106 0368 0273 1088 0072 0481 0391 133 0472 0344 1099 0089 0478 0225 076 0280 0212 1117 0097 0658 0.293 100 0366 0.275 1118 0126 0657 0367 125 0466 0346 1127 0157 0654 0462 157 0600 0437 1139 0196 0652 0113 038 0221 0122 1400 0016 0382 0170 058 0331 0182 1396 0025 0381 0187 064 0365 0200 1396 0027 0380 0.207 071 0405 0222 1397 0030 0379 0270 092 0528 0.288 1397 0038 0377 0339 115 0668 0361 1404 0048 0375 0427 145 0851 0454 1412 0059 0372 0184 063 0377 0207 1431 0041 0470 0203 069 0416 0228 1432 0045 0469 0225 076 0461 0253 1432 0049 0469 0293 100 0601 0328 1433 0064 0467 0367 125 0761 0412 1440 0079 0465 0462 157 0972 0518 1450 0099 0462 0259 088 0574 0315 1487 0108 0647 0338 115 0749 0409 1489 0140 0645 0424 144 0949 0513 1496 0175 0642 0534 182 1213 0647 1508 0218 0639 0115 039 0240 0127 1442 0017 0380 0173 059 0358 0191 1438 0025 0378 0191 065 0395 0210 1438 0027 0378 0212 072 0438 0232 1438 0030 0377 0.276 094 0571 0302 1439 0039 0375 0346 118 0723 0378 1445 0048 0373 0436 148 0921 0475 1454 0060 0370 0187 064 0408 0.217 1475 0041 0468 0207 070 0449 0239 1475 0045 0467 0229 078 0499 0264 1475 0050 0467 0298 102 0650 0343 1476 0064 0465 0374 127 0823 0431 1483 0080 0462 0471 160 1050 0542 1492 0099 0459 0.264 090 0619 0328 1532 0110 0645 0343 117 0808 0427 1534 0142 0643 0431 147 1024 0536 1541 0177 0640 0543 185 1307 0675 1552 0221 0638 0031 0026 051 309 1093 0050 0044 087 577 1048 0057 0050 100 637 1038 0066 0058 115 707 1026 0079 0046 090 237 1593 0129 0079 156 700 1519 0145 0090 177 851 1.507 0166 0103 203 1046 1492 0.231 0147 291 1446 1454 0310 0203 401 1804 1/426 0408 0281 556 2252 1404 0139 0082 161 700 1576 0157 0093 183 851 1563 0179 0107 211 1046 1548 0252 0154 303 1446 1508 0342 0.213 422 1804 1477 0465 0299 592 2252 1449 0203 0112 222 1046 1647 0288 0163 321 1446 1605 0396 0228 451 1804 1572 0548 0324 641 2252 1538 0176 0063 1.25 167 2278 0277 0128 253 566 2044 0312 0145 286 758 2030 0354 0165 327 1033 2014 0490 0233 461 1777 1971 0651 0317 626 2551 1937 0851 0433 855 3193 1908 0298 0132 262 566 '2111' 0336 0150 296 758 2097 0382 0171 339 1033 2080 0531 0243 480 1777 2034 0712 -0332 657 2551 1996 0957 0459 907 3193 1960 0428 0181 357 1033 2199 0600 0.257 509 1777 2150 0814 0355 701 2551 2109 1112 0496 980 3193 2066 0192 0066 130 161 2366, 0301 0135 266 546 2109 0339 0152 301 731 2095 0384 0174 344 996 2079 0531 0245 484 1777 2035 0705 0332 657 2645 2000 0921 0453 895 3311 1971 0323 0140 276 546 2177 0364 0158 312 731 2162 0414 0180 £56 996 2146 0574 0255 |504l 1777 2099 0769 0349 [6891 2645 2060 ITS? 0480 940 3311 2024 0464 0190 376 996 2.267 0649 0.270 534 1777 2218 0879 0372 735 2645 2175 1199 0519 1026 3311 2132 In^llBllSlJiSSfH 0297 0188 564 2734 1463 0402 0262 785 3412 1440 0325 0197 589 2734 1517 0445 0276 827 3412 1490 0371 0209 625 2734 1615 0517 0296 886 3412 1586 0626 0297 889 3446 1978 0839 0407 1218 4838 1949 0679 0310 928 3446 2042 0919 0428 1281 4838 2007 0770 0329 985 3446 2159 1054 0458 1371 4838 2121 0678 0312 934 3446 2.042 0907 0427 1278 5017 2012 0735 0325 974 3446 2107 0993 0449 1343 5017 2072 0832 0345 1034 3446 2226 1138 0480 1437 5017 2187 li|ij^iin?)li(1rijSiS(in)fSffii 0009 0007 -0893 1230 0473 0031 0010 -0886 1221 0474 0042 0012 -0884 1220 0475 0057 0013 -0882 1219 0476 '0011 0018 -0781 1373 0677 0038 0027 -0774 1366 0679 0051 0030 -0773 1365 0679 0069 0033-0771 1365 0680 0153 0042 -0766 1362 0683 0301 0054 -0763 1365 0688 0602 0068 -0758 1369 0694 0042 0044 -0989 1542 0588 0058 0048 -0988 1541 0589 0076 0054 -0986 1540 0590 0168 0070 -0981 1537 0593 0332 0088 -0977 1539 0597 0663 0113 -0972 1543 0603 0090 0118 -1432 1932 0450 0198 0153 -1427 1928 0452 0.392 0195 -1422 1929 0456 0783 0251 -1417 1932 0462 0013 0039 -0685 1605 0818 0045 0057 -0680 1599 0819 0061 0063 -0679 1598 0820 0083 0070 -0677 1598 0820 0183 0090 -0673 1596 0822 0362 0113 -0669 1599 0825 0723 0143 -0665 1605 0828 0049 0093 -0879 1745 0746 0066 0103 -0878 1744 0747 0090 0114 -0876 1743 0747 0198 0148 -0872 1741 0749 0392 0186 -0868 1744 0752 0783 0236 -0863 1749 0756 0103 0248 -1297 2077 0610 0229 0322 1.292 2074 0612 0453 0408 -1288 2076 0615 0904 0520 -1283 2080 0620 0014 0042 -0675 1637 0830 0046 0062 -0670 1631 0831 0062 0068 -0669 1630 0832 0085 0075 -0667 1630 0832 0187 0097 -0663 1628 0834 0369 0122 -0659 1632 0837 0738 0155 -0655 1637 0840 0050 0101 -0868 1774 0761 0067 0111 -0868 1773 0761 0091 0123 -0865 1772 0762 0.202 0160 -0860 1771 0764 0400 0201 -0856 1774 0767 0799 0256 -0852 1779 0771 0105 0269 -1282 2.100 0627 0.233 0349 1277 2097 0629 0460 0441 -1273 2099 0632 0919 0562 1268 2104 0636 1 Web-height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6 SSMA Section Properties Structural (T) Track Section Properties * f ''D0sion>' 'Thic&e'ss Sector1 "''(HiV* 400T125-181 00188 400T125-27 00283 400T125-30 00312 I400T125-33 00346 UOOT125-43 00451 400T125-54 00566 400T125-68 00713 400T150-27 00283 400T150-30 00312 . 400T150-33 00346 SNOOT15CM3 00451 400T150-54 00566 400T15M8 00713 400T200-33 00346 400T200-43 00451 400T200-54 0 0566 400T200-68 0 0713 '550T125-27 00283 550T125-30 00312 550T125-33 00346 550T125-43 00451 550T125*! 00566 550T125-68 0 0713 550T1 50-27 00283 550T150-30 00312 550T150-33 00346 550T150-43 00451 550T150-54 00566 550T15IW8 00713 550T200-33 00346 550T200-43 00451 550T200-54 00566 550T200-68 _ 00713fKlai^S3SS5ii£y:HSiiiifSC3J 600T125-27' 00283 600T125-30 00312 600T125-33 0 0346 600T125-43 00451 600T125-54 00566 600T125-68 00713 600T125-97 0 1017 600T150-271 00283 600T150-30 00312 600T1 50-33 00346 600T150-43 00451 600T150-54 00566 600T15M8 00713 600T150-97 0 1017 600T200-33 00346 600T200-43 00451 600T200-54 00566 600T200-68 00713 600T200-97 0 1017 Mre?'' Weight Tia V-Sxx •.Rx./.'ilyyij^igfef S(inJ):4- KlbW.-i(i^)S'?nin3).*^(in)kkyin1)Jfe:WnT& 0122 042 0300 0145 1566 0017 0373 0184 063 0449 0217 1562 0025 0372 0203 069 0495 0239 1562 0028 0371 0225 076 0549 0265 1563 0031 0371 0293 100 0716 0344 1563 0040 0369 0367 125 0904 0431 1569 0049 0366 0462 157 1150 0541 1577 0061 0363 0198 067 0509 0246 1602 0042 0461 0218 074 0561 0271 1603 0046 0461 0242 082 0622 0300 1603 0051 0460 0315 107 0811 0390 1604 0066 0458 0398 135 1025 0489 1610 0082 0458 0498 169 1306 0615 1619 0102 0453 0277 094 0768 0371 1666 0113 0639 0360 123 1002 0482 1668 0146 0637 0452 154 1268 0604 1675 0182 0635 0569 194 1617 0761 1685 0227 0632 0226 077 0948 0336 2046 0027 0348 0250 085 1045 0370 2046 0030 0347 0277 094 1159 0410 2046 0033 0346- 0360 123 1510 0533 2047 0043 0344 0452 154 1903 0668 2052 0053 0342 0569 194 2412 0839 2058 0066 0339 0241 082 1059 0376 2098 0046 0436 0265 090 1168 0414 2098 0050 0435 0294 100 1295 0459 2099 0055 0434 0383 130 1688 0596 2099 0072 0432 0480 163 2128 0747 2105 0089 0430 0605 206 2699 0939 2112 0110 0427 0329 112 1567 0555 2184 0123 0613 0428 146 2043 0722 2185 0160 0611 0537 183 2578 0905 2191 0199 0609 0676 230 3274 1139 2200 0248 0606 0241 082 1168 0381 2204 0028 0340 0265 090 1288 0419 2204 0031 0340 0294 100 1428 0465 2204 0034 0339 0 363 1 30 1 861 0 604 2 205 0 044 0 337 0480 163 2344 0756 2209 0054 0335 0605 206 2969 0950 2215 0067 0332 0862 293 4281 1347 2228 0092 0326 0255 087 1300 0424 2260 0047 0427 0281 096 1433 0467 2260 0051 0427 0311 106 1590 0517 2260 0057 0426 0 405 1 38 2 072 0 673 2 261 0 073 0 424 0509 173 2611 0843 2266 0091 0422 0641 218 3309 1059 2.273 0113 0419 0913 311 4778 1504 2288 0156 0413 0346 118 1913 0622 2352 0126 0604 0451 153 2494 0809 2353 0163 0602 0565 192 3145 1015 2359 0203 0600 0712 242 3990 1277 2367 0254 0597 1015 345 5773 1816 2385 0354 0591 1$ft}&MvfM!j^fti^mi&t(inY£: 0243 0072 143 146 2634 0380 0156 308 494 2306 0427 0176 349 661 2289 0484 0201 397 901 2272 0666 0282 557 1777 2227 0882 0381 753 2799 2191 1150 0517 1022 3664 2159 0409 0154 304 494 2420 0458 0183 361 661 2359 0519 0208 412 901 2342 0719| 0 293 f580] 1777 2294 OW 0399 *JW 2799 2253 1286' 0548 1082 3664 2214 0581 0220 434 901 2469 0811 0311 614 1777 2418 1093 0426 842 2799 2374 1485 0591 1168 3664 2327 0836 0207 409 367 3337 0931 0.252 497 478 3223 1042 0312 616 652 3094 1417 0451 891 1443 2991 1861 0602 1169 2799 2949 2412 0807 1595 4442 2913 0893 0207 410 357 3460 0995 0251 496 478 3349 1115 0310 612 652 3224 1516 0468 925 1443 3066 2005 0628 1241 2799 3020 2660 0850 1680 4442 2974 1246 0307 606 652 3453 1690 0495 979 1443 3209 2253 0669 1321 2799 3158 3027 0914 1806 4442 3103 1041 0225 444 327 3693 1159 0.272 537 438 3573 1297 0335 662 597 3438 1750 0515 1017 1321 3244 2294 0685 1353 2617 3202 2969 0916 1809 4442 3164 4281 1347 3043 7850 3178 1109 0225 446 327 3819 1235 0272 538 438 3701 1385 0335 661 597 3569' 1868 0534 1055 1321 3321; 2464 0714 1411 2617 3274 3262 0963 1903 4442 3227 4778 1'504 2971 7850 3178 1542 0333 659 597 3803 2076 0565 1116 1321 3469 2759 0759 1500 2617 3416 3696 1034 2042 4442 3360 5 773 1 667 32 95 7850 3 276 aWfe.On?)Minrk)s(lb) g^JfinK? 0849 0359 1074 3446 2234 1134 0488 1462 5468 2202 0918 0374 1119 3446 2301 1237 0513 1535 5468 2264 1037 0397 1188 3446 2426 1412 0549 1642 5468 2385 1800 0572 1713 2859 2997 2379 0769 2302 5468 2960 1928 0595 1781 2859 3072 2569 0804 2407 5468 3029 2153 063 1886 2859 3215 2894 0857 2567 5468 3166 2221 0653 1955 2617 3250 2930 0874 2617 5251 3211 4281 1347 4033 11124 3178 2374 0678 2030 2617 3327 3154 0913 2734 5251 3282 4778 1444 4323 11124 3222 2641 0717 2148 2617 3475 3540 0973 2912 5251 3424 5558 1568 4694 11124 3345 p^^^^*Ss!^^p?S-ifp EflBfe;S:(inQSfWfe50hte.«s!pt* 0014 0052 -0647 1735 0861 0049 0077 -0641 1729 0862 0066 0085 -0640 1729 0863 0090 0094 -0639 1728 0863 0198 0122 -0635 1727 0865 0392 0153 -0631 1730 0867 0783 0193 -0627 1736 0870 0053 0127 -0834 1864 0800 0071 0139 -0833 1864 0800 0097 0154 -0831 1863 0801 0214 0200 -0827 1862 0803 0422 0251 -0823 1865 0805 0844 0318 -0818 1870 0808 0110 0335 -1240 2173 0674 0244 0435 1235 2171 0676 0483 0549 -1231 2173 0679 0965 0699 -1.226 2178 0683 0060 0160 -0550 215 0935 0081 0176 -0549 2147 0935 0110 0194 -0547 2146 0935 0244 0251 -0544 2146 0936 0483 0314 -0540 2149 0937 0965 0395 -0536 2154 0938 0064 0262 -0724 2262 0898 0086 0.288 -0723 2262 0898 0117 0319 -0721 2261 0898 0260 0412 -0717 2260 0899 0513 0517 -0714 2264 0901 1025 0652 -0710 2269 0902 0131 0692 1097 252 0810 0290 0898 -1093 252 0812 0573 1129 -1089 252 0814 1146 1428 -1084 253 0816 0064 0195 -0525 2291 0948 0086 0.214 -0524 2291 0948 0117 0237 -0523 2291 0948 0260 0306 -0519 2290 0949 0513 0383 -0516 2293 0949 1025 0481 -0512 2298 0950 2973 0681 -0504 2308 0952 0068 0319 -0694 2402 0917 0091 0351 -0693 2402 0917 0'124 0389 -0691 2401 0917 0275 0503 -0687 2400 0918 0543 0630 -0684 2404 0919 1086 0794 -0680 2409 0920 3148 1131 -0672 2420 0923 0138 0845 -1057 2648 0841 0305 1095 1053 2647 0842 0604 1376 1049 2650 0843 1206 1739 -1045 2656 0845 3499 2496 1 036 2 667 0849 1 Web-height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6 10 vSUGGESTED CAPACITY FOR SCREWS CONNECTING STEEL TO STEEL (Ibs.) <A> -] v v N Fy (B) 50 ksi (C) 33 ' ksi Steel gage 12 14 16 16 18 20 No 1/4 Shear 867-e> 866 612 424 302 203 Tension 468 328 260 180 144 110 No. 12 (216)m Shear 667'°' 667 <=' 570 394 280 188 Tension 405 284 225 156 124 95 / No. 10 Shear (H) 467'<" 467'n 370 |263 | 177 Tension (H) 249 198 137 109 84 No 8 ( 164)<n Shear (H) 333'* 333.0, 244 165 Tension (H) « 171 118 94 72 No. 6 Shear (H) (H) (K) (in 224 151 Tension 00 wo « mi 80 61 A) Table values ere based on CCFSS Technical BUletm Vol. 2; No. 1 which ouilines the proposed AIS1 Specification provisions for screw cormtctions B) ASTM A446 Grade D or A570 Grade 50, Fu(mm) = 65 C) ASTM A446 Grade A or A570 Grade 33 or A611 Grade C, Fu(min) = 45 D) Minimum design thicknesses from ICBO report #4943P ha\« been used for these table \alucs (12 GA = 1017", 14 GA =• 0713', 16 GA = .0566", 18 GA ~ .0451', 20 GA = 0346") E) The steel thicknesses joined are assumed to be the same If dissimilar th-'cknessej are being connected use the table va'ue for the thinner pan or see the Technical Bulletin referenced in (A) F) Nomir.aJ d.an-.eter required in AIS1 equations G) Limited by screw capacity per Butldcx report #583 using a safety factor of 3. H) This size of screw is not recommended to join two thicknesses of this gage The SLP-TRK® Slotted Track is one of the most cost-effective, positively attached fire-rated deflection systems. _, 1-1/2' • Allows up to 1" (25.4mm) of vertical deflection • Absorbs building movement • Protects the integrity of interior and exteroir walls • Provides easy code compliance • Offers simple installation B Reduces labor time and saves material costs • Allows easier building inspection approvals m Offers over 200 UL and IBCO approval designs • Eliminates friction held assemblies • Eliminates temporary fastening that may not get removed • Custom leg and slot sizes up to 4" (101 6mm) for larger deflection requirements It's a real challenge these days meeting head-of-wall codes for fire stop and life safety issues while maintaining the ability to absorb vertical movement in low-, mid- and high-rise buildings SLP-TRK* slotted track is the solution SLP TRK™ slotted track provides a positive attachment for overall strength and allows for vertical movement caused by normal head-of-wall and floor extension or compression SLP-TRK* slotted track smoothly integrates with a variety of wall installation systems and is extremely user-friendly as well as economical The simple design and easy installation reduces the cost of materials and labor And the installer can use the head-of wall systems he prefers to work with SLP-TRK8 slotted track systems comply with the toughest code requirements in the country, if not the world It has been tested with a variety of leading fire-stop products and has outperformed the requirements of stringent fire and hose stream testing of ASTM E 119 and ASTM E 814 SLP-TRK" Slotted Track has also met and exceeded the latest seismic cycling standards found in UL 2079 and ASTM E 1966 f US. Patent No 5.127, 760 ' SLP TKK is a registered trademark ofSltplrock Systems, Inc. " Tapcon Is a registered trademark of Illinois Tool Works Inc '"UL and UL Classified are trademarks of Underwriters Laboratories, Inc. SLP Vertical slots on 1" centers allow for complete flexibility of stud installation Alternative Products Spazzer8 9200, Spazzer® 5400, Fast Top Clip Product Dimensions 2-1/2" x W x 2-1/2" (63 5mm x W x 63 5mm) W available in 2-1/2", 3-5/8", 4", 6" and 8" widths (63 5mm, 92 1mm, 102mm, 152mm and 203mm) Material Specifications Gauge. 25 gauge (18 mils) Design Thickness- 0 0188 inches (0 478mm) Gauge 20 gauge (33 mils) Design Thickness 0 0346 inches (0 879mm) Coating. G40 (Z120) hot-dipped galvanized coating Yield Strength 33 ksi (230 MPa) ASTM A 653/A 653M, C 645, C 754, E 1966 Gauge-18 gauge, (43 mils) Design Thickness: 0 0451 inches (1 146mm) Gauge-16 gauge (54 mils) Design Thickness 0 0566 inches (1 438mm) Gauge-14 gauge (68 mils) Design Thickness 0 0713 inches (1 811mm) Coating G60 (Z180) hot-dipped galvanized coating Yield Strength. Mill-certified SS Grade 50 ksi (340 MPa), ASTM A 653/A 653M, C 955, C 1007, E 1966 26 request a quote online metalf naming] • c om before tbebuiuung starts!" I of 9 ESR-1042 W TABLE 1— STRUCTURAL PROPERTIES OF SLP-TRK TOP TRACK MINIMUM DESIGNATION 2 50025 3 62525 4,0025 60025 80025 25002 36250 40000 60000 80000 36250 40000 6 0000 80000 36250 40000 60000 80000 36250 40000 60000 80000 DESIGN THICKNESS (Inch) 001880 00346 00451 00566 n flT'i'V CROSS SECTION PROPERTIES Fy (ksl) 33 33 33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 Weight (Ibs/ft) 0484 0556 0580 0708 0836 0882 1 014 1058 1294 1529 1 321 1379 1685 1 992 1657 1730 2115 2499 2087 2178 2663 3148 Area (In2) 0142 0163 0170 0208 0246 0260 0298 0311 0380 0450 0389 0405 0496 0586 0487 0509 0622 0735 0614 0641 0783 0926 Ix (In4) 0074 0086 0090 0105 0115 0175 0201 0207 0233 0252 0260 0268 0303 0326 0325 0335 0378 0407 0406 0419 0472 0509 rx (In) 0720 0728 0727 0710 0685 0822 0820 0815 0783 0748 0818 0813 0781 0746 0816 0811 0779 0744 0813 0808 0776 0742 iy (In4) 0171 0390 0477 1 190 2377 0308 0740 0914 2236 4318 0966 1 193 2916 5630 1225 1511 3679 7090 1 566 1 929 4671 8979 ry (In) 1 096 1 546 1674 2392 3111 1089 1 575 1 714 2424 3099 1 577 1 715 2425 3100 1585 1724 2432 3106 1 597 1735 2442 3114 i j, EFFECTIVE SECTION PROPERTIES Ix (In4) 0051 0051 0051 0052 0052 0155 0200 0203 0215 0221 0260 0268 0298 0310 0325 0335 0374 0389 0406 0419 0472 0509 Sx (In3) 0037 0037 0037 0037 0037 0099 0067 0067 0068 0068 0088 0088 0089 0089 0110 0111 0111 0112 0138 0139 0140 0141 iy (In4) 0151 0390 0384 0868 1546 0174 0530 0661 1 705 3469 0763 0946 2353 4692 0983 1216 3003 5949 1381 1 698 4102 7915 Sy (In') 0121 0180 0160 0260 0360 0210 0151 0175 0299 0384 0196 0227 0434 0618 0244 0284 0543 0792 0306 0356 0680 1 100 TABLE 2—MAXIMUM WALL HEIGHTS WITH SLP-TRK TOP TRACK SLP-TRK TOP TRACK 25 ga 20 ga 18 ga 16 ga 14 ga MAXIMUM HEIGHT OF WALL (ft) Stud Spacing on Center (In) 12 16 24 12 16 24 12 16 24 12 16 24 Uniform Lateral Load Spsf 132 552 652 1232 1368 99 41 5 490 926 1029 — 276 326 61 6 684 10psf — 276 326 61 6 684 — 208 245 463 514 — 138 163 308 342 20psf — 138 163 308 342 — 104 123 232 257 — — 82 154 171 40psf — — 82 154 171 — — — 11 6 129 — — — 86 ALLOWABLE LATERAL LOAD (Ib) 33 138 163 308 342 Q.QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE X?/<5% ENGINEER F [\ PROJECT SHEET NO (S\ •1 , JOB NO Oftho]*} jV^J^^U r 2tl <• 4' -- 2- 2- fr'4 > w\\ Qo QUEST CONCEPTS INC STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE &/0£> SHEET NO %&- •- / - ENGINEER F hi JOB NO <^j4<?lT1 1 '~r 'PROJECT Z^A (4 5 (Aj/9 z- !-<vI 1 >p-[opHVAC -,T Y-/- iVHAX r J 6? C -i Qo QUEST CONCEPTS INC. STRUCTURAL ENGINEERING 967 W Laurel Street, San Diego, CA 92101 DATE ENGINEER PROJECT n/OD SHEET NO 9\^-f- f I"] JOB NO OfihO\l^ "**" ^ '] J6-Aia5coo^io (HP- IT -- -56(1304)-- _ Carrier 50HJ Rooftop Unit Specifications Page 1 of 1 Honm I Ciuner com I Aboul Cnrner | Conuicl Us | Silfi Him m the I' You are hf're Commercial Home / 50HJ Product S< Service S Green Bu Rental Syi Office Locator Single Package IV c Q Electtomc Catalog ° "VAC system Design ° ^ Tem»lates*„ Literature501"1-1 WEATHER^ASTERA® Softwa What's Industry HVAChps Newsletter i- Trammg »• Parts & Slft8itl£gpacity Ratings / Physical Data Resource Back to Product Description I Select a location type vrj Search :ent Size 004 005 006 007 008 009 012 014 'Nominal Capacity (Tons) 3 4 5 6 75 85 10 125 ,. Net Cooling Capacity (Btuh) 36000 46000 61 000 74000 73000 104000 120000 140000 Total Power kW 32 4 1 55 67 82 88 109 143 SEERaf 130 130 130 EER 11 2'* 11 I'- ll 0" 11 1 11 0 11 8 11 0 98 Sound Ratings (dB) 76 76 80 80 82 82 84 86 IPLVaf a€ N/A N/A N/A N/A 11 6 131 11 4 10 b Weight (Ibs) 435 445 465 540 755 895 915 930 Dimensions (ft-in) Length 6-1 11/16 6-1 11/16" 6-1 11/16" 6-1 11/16' 7 -3 3/8 7 -3 3/8 7 -3 3/8" 7 33/8 Width 3-9 3'-9' 3-9' 3-9 4 -9 3/4 ' 4 -9 3/4 ' 4'-9 3/4" 4 -9 3/4" Height 2'-95/16 2 95/16 2 95/16' 3-55/16 3'-55/16' 4'-1 5/16' 4-1 5/16' 4'-1 5/16' LEGEND tER at Energy Efficiency R.-)tio IPLV aC inteqmiet.1 Pan l.oao Valuos SEER n€ Sejysnria. F:»-,jgy Efficiency RaSif) wh 5(- Wei Bulb Air Conditioning & Refnyaration Instilule Life' Applies urily r.o units wilh rapac'ty of 65 OOU B;un or less AR! does not require EER 'atm^s for units with rapacity below 65 000 Btuh For these units the EER rating at ARI Standard conditions is previcted for information only dG a€ IPLV is not apphu-ible to binciio compressor' units NOTES 1 Rated in jccoidancs with ARI Standard 210 94 or 360 93 I-.1 Ratings are net values ruflpcumj the effects of circulating fan heal Ratings are basea on Oooliiicj S;'incaic! 80 F ab &7 wt> incJuoi enlerriit.] mr teniperauire arid 95 F clb outdoor t:;iter;ny air temperatijre IP1.V Stofuiard 30 F db 67 F wb indoor entering air temperature and 80 F db outdoor eniertnq air temperature j All 50HJU04 014 uruli- are in c.oni[)li«inco with ASHRAH 90 1 2001 Energy Standard for minimum SEEI7 and EER requirements Kefer to state and local rocles o-r visit me foikiwinq weositf ht-p //suisUce crest org/efficiency/ocap to determine if compliance- with this standard portams u> 'i (jivL'n i]ti(Xj.rypr!ic.eil area o' the United States Rylurri to 'i of>View Primer Friendly Version n . A Mtsmoer of Trie Unil-sC :, Ccjrinji'diinn Warmly t Stock Symbol UTX « Copyright © ^OOu Legal Notice . Privacy Policy http //www commercial carrier com/commercial/hvac/product_physical_data/0,3060,CLIl 8/27/2008 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name TRANSWORLD MEDIA Building Permit Plan Check Number CB081707 Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information /^Carlsbad Unified School District ( 6225 El Camino Real V. Carlsbad CA 92009 (331-5000) 2052 CORTE DEL NOGAL STE 100 213-061-06-00 TRANSWORLD MEDIA ADD 2937 SF NEW OFFICE MEZZANINE INDUSTRIAL New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area 37\Square Feet Floor Area, DISTRICTS WITHIN T Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) OF CARLSBAD San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Cncmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300 e\t 166) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner^develpperjefUje above described project(s), or that the person executing this declaration is authorized to sign on behalf o>tf>e OwnVf Signature Revised 3/30/2006 Date SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue buildmg permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE WALTER FREEMAN ASSISTANT SUPERINTENDENT CARLSBADUNIFIED SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92C 10^ PHONE NUMBER Revised 3/30/2006 l_ _ I CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JEFFERSON ELEMENTARY \ ) AVIARA OAKS ELEMENTARY f | CARLSBAD HIGH SCHOOL \ \ MAGNOLIA ELEMENTARY \ J AVIARA OAKS MIDDLE SCHOOL [^ J CARLSBAD VILLAGE ACADEMY I | CALAVERA HILLS SCHOOL \ \ PACIFIC RIM VALLEY MIDDLE SCHOOL [^j KELLEY SCHOOL \^ CALAVERA HILLS MIDDLE SCHOOL VISTA SCHOOL HOPE SCHOOL RGCGIptNO £ I JL O I RECEIVED FROM (If Applicable) PARENT OF PAYMENT FOR 1,233 54 ACCOUNT NUMBER AMOUNT ^37 RECEIVED BY CASH..CHECK #.TOTAL