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2051 PALOMAR AIRPORT RD; ; CB043572; Permit
City of Carlsbad 1635 Faraday Av Casba CA 92008 02-08-2005 (1I51 Commercial/Industrial Permit Permit No: CB043572 Building Inspection Request Line (760) 602-2725 Job Address: 2051 PALOMAR AIRPORT RD CBAD Permit Type. TI Sub Type: INDUST Parcel No: 2130503900 Lot #: 0 Status. ISSUED Valuation: $75,36000 Construction Type NEW Applied 09/15/2004 Occupancy Group. Reference #. Entered By: RMA Project Title: CREATE COMMON LOBBY,NEW 318 SF Plan Approved: 02/08/2005 ELEVATOR & UNISEX BATHROOM Issued 02/08/2005 Inspect Area. Plan Check#: Applicant. Owner: HOWARD ANDERSON GOLD POINTE B LLC 2065 KITTREDGE ST #A BERKELEY CA 94704 858 753-5009 Building Permit $454.16 Meter Size Addl Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $295.20 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $000 Plan Check Discount $0.00 CFD Payoff Fee $000 Strong Motion Fee $1583 PFF $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $000 BTD #2 Fee $0.00 Traffic Impact Fee $000 BID #3 Fee $000 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $83.00 Addi Renewal Fee $0.00 ELECTRICAL TOTAL $60.00 Other Building Fee $000 MECHANICAL TOTAL $37.00 Pot Water Con. Fee $0.00 Master Drainage Fee $000 Meter Size Sewer Fee $0.00 AddI Pot. Water Con Fee $0.00 Redev Parking Fee $0.00 Red. Water Con Fee $0.00 Additional Fees $000 TOTAL PERMIT FEES $94519 Total Fees: $945.19 Total Payments To Date: $100.00 Balance Due: $845.19 1352 02/09,05 0002 01 02 PLANS 6UA%ne,0 COP 845.I9' ATTACHED FINAL APPROVAL I Inspector: Date: Clearance: I NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "ees/exactions" You have 90 days from the date this permit was issued to protest imposition of these tees/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 332 030 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 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO., EST. VAL. Plan Ck. Deposit VA A Validated By________________________ Date Address (include Bldg/Suite #) Business Name (at this address) Pr - f,v14et frW '3q50j pi L*)2 AV'IZ4 , tq 19 F5 o • - Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use . Proposed Use of Work 4~~M~plicedj,46y SO. FT. ' of Stories /7 I of Bedroâms # of Bathrooms sB) $t1J.fl4, t3fl5 IA It C'$7tML iIA,t.el P1p) 04 ?I f p 75fça3 çç.j L Name Address City State/Zip Telephone # . Fax # 0 Agent for cârracoD wnr T,4t:io r Name Address City State/Zip Telephone # LAOPERTÔ*NEA .---. - 1202 09/15/04 0002 01 02 q i5ytv- - C 16600 .Name Address City State/Zip Telephone # 5'.' !r; T (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). P VA I-if pr7 r tIj'Ifl e4 * iôo & o a (-'-ô I I1r, Name Address City State/Zip Telephone # State License # ( 3 License Class B City Business License ii Name Address City State/Zip Telephone State License # WQRKERS 5ÔENSATI0, Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C1 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. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company 5" 1jj-cj Policy No. eoo7 liiO 205 Expiration Date Q1 /01 /200 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollar? is 100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the L$bor colic, interest and attorney's fees. DATE O2JOb lus 7 OVER BUI WR béètARA11d --- 2f I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES []NO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / Contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE 1CÔMiE THIS SECTIONJOR NONESIDENflAL BUILDINQ RMIfS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES I( NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES tZNO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UfILESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. JONSTRUCTION LENDIG AGEY " - I hereby affirm that there is a Construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ AICA(T ERtATION -- - __ 8 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 18 as from e date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after thekworkis co a perlo ays 4.4 Uniform Building Code). APPLICANT'S SIGNE -I-., DATE File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB043572 Type: TI INDUST CREATE COMMON LOBBY,NEW 318 SF ELEVATOR & UNISEX BATHROOM Date Inspection Item Inspector Act Comments 07/05/2007 89 Final Combo TP Fl FINAL 04/10/2006 89 Final Combo PD CA BY DEWEY 08/30/2005 11 Ftg/Foundation/Piers TP CO CONF. 08/02/2005 17 Interior Lath/Drywall TP AP lobby / elev. 08/02/2005 31 Underground/Conduit-Wirin TP AP ext. site lites 07/27/2005 14 Frame/Steel/Bolting/Weldin TP AP lobby entry soffit/walls 07/27/2005 34 Rough Electric TP AP lobby entry soffit/walls 07/25/2005 14 Frame/Steel/Bolting/Weldin TP CO 07/25/2005 31 Underground/Conduit-Winn TP AP @ ENTRY EXT 06/17/2005 11 Ftg/Foundation/Piers TP WC 06/17/2005 14 Frame/Steel/Bolting/Weldin TP AP T-CEIL @ LOBBY 06/17/2005 17 Interior Lath/Drywall TP AP ATRIUM STAIRS DROP CElL @ 1 HR CORR 06/17/2005 24 Rough/Topout TP WC 06/17/2005 34 Rough Electric TP AP CElL LITES @ LOBBY 06/17/2005 44 Rough/Ducts/Dampers TP AP DUCTS @ LOBBY 05/12/2005 17 Interior Lath/Drywall JM AP PATCH IN LID @ ENTRY CORRIDOR 05/10/2005 11 Ftg/Foundation/Piers RB PA ELEVATOR SLAB OK ND SPEC. INSP. REPORT 05/10/2005 14 Frame/Steel/Bolting/Weldin RB PA RADIUS @ STAIRS OK 05/09/2005 11 Ftg/Foundation/Piers TP CA 05/09/2005 14 Frame/Steel/Bolting/Weldin TP CA 03/29/2005 14 Frame/Steel/Bolting/Weldin TP AP FURRED WALLS @ CORR 03/29/2005 17 Interior Lath/Drywall TP AP 2ND FLR 03/28/2005 14 Frame/Steel/Bolting/Weldin TP AP FURRED CElL © 1ST FLR LOBBY & R.R. ENT. 03/28/2005 18 Exterior Lath/Drywall TP WC 03/22/2005 14 Frame/Steel/Bolting/Weldin TP AP PER REV. NEED TO INCORP IN PLANS 03/22/2005 24 Rough/Topout TP AP 03/22/2005 34 Rough Electric TP AP 03/21/2005 14 Frame/Steel/Bolting/Weldin TP CO SEE NOTICE ATTACHED 03/17/2005 14 Frame/Steel/Bolting/Weldin TP CO WALLS N.P.P. 03/17/2005 24 Rough/Topout TP NR 02/28/2005 21 Underground/Under Floor TP AP Friday, July 06, 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For. 05/10/2005 Permit# CB043572 Inspector Assignment: TP Title: CREATE COMMON LOBBY,NEW 318 SF Description: ELEVATOR & UNISEX BATHROOM Type: TI Sub Type: INDUST Phone: 7605356201 Job Address: 2051 PALOMAR AIRPORT RD Suite: Lot 0 Location: Inspector: APPLICANT HOWARD ANDERSON Owner: GOLD POINTE B LLC Remarks: Total Time: Requested By: DEWIE Entered By: CHRISTINE CD Description Act Comment 11 Ftg/Foundation/Piers ?.4 h'ei' s'L ai e.'400e 14 Frame/Steel/BoltinglWelding Jezf ItC J £&S "E Associated PCRs/CVs CV020356 CLOSED SIGNS-TOO LARGE, PCR02118 ISSUED MELLES GRIOT, FRAMING DETAIL REVISIONS PCR02152 ISSUED MELLES GRIOT/ DELETE WRK ZONE, I, PAS THRU,REVISE LAYOUT,BRACNG,ELE( PCR05058 PENDING SPEC WORK, EXTERIOR RAMP, DELTA 2 PCR99042 EXPIRED STRUCT PLNS FOR I3ATHRM UPGRAD, Inspection History Date Description Act Insp Comments 05/09/2005 11 Ftg/Foundation/Piers CA TP 05/09/2005 14 Frame/Steel/Bolting/Welding CA TP 03/29/2005 14 Frame/Steel/Bolting/Welding AP TP FURRED WALLS @ CORR 03/29/2005 17 Interior Lath/Drywall AP TP 2ND FLR 03/28/2005 14 Frame/Steel/Bolting/Welding AP TP FURRED CElL © 1ST FLR LOBBY & R.R. ENT 03/28/2005 18 Exterior Lath/Drywall WC TP 03/22/2005 14 Frame/Steel/Bolting/Welding AP TP PER REV. NEED TO INCORP IN PLANS 03/22/2005 24 Rough/Topout AP TP 03/22/2005 34 Rough Electric AP TP 03/21/2005 14 Frame/Steel/Bolting/Welding CO TP SEE NOTICE ATTACHED 03/17/2005 14 Frame/Steel/Bolting/Welding CO TP WALLS N.P.P. 03/17/2005 24 Rough/Topout NR TP 02/28/2005 21 Underground/Under Floor AP TP - CILJ at Carlsbad Filial Building inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Date: 04/18/2006 Permit #: CB043572 Permit Type: TI Project Name: CREATE COMMON LOBBY,NEW 318 SF Sub Type: INDUST ELEVATOR & UNISEX BATHROOM Address: 2051 PALOMAR AIRPORT RD Lot: 0 Contact Person: DEWIE Phone: 7605356201 Sewer Dist: CA Water Dist: CA Inspected ,/) Date Olt By: f If— Inspected: lgli 7- Approved: )( Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: / Carl Schmidt Inspection Services, Inc P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: Address: / /7o t-*- 6 City: 60I I r '9- Permit Number: e /20 4' 2 72_ Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry - Epoxy Prestressed Concrete Shop Welding____ Bolting Number of Samples: Type: Materials/Deigi*Mi,cPsi: ,O6--4 Field Welding b Fireproofing____ Date: 4~7// ________ REPO T ç 7 a A • I) e_,7Ii'- I 62 D ,4/jL( JIhfl •_ WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED TIME IN:/13/ TIME OUT:/ S7Z Inspector (Print) Certification # General Contractor: Address:____________________________________ flIpector's Signature City:______________________________ Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: 6- -O/01 f;;) /V 7T Address: Qo c / A 49 444 A City: (:4 e e Permit Number: efz Qzhr2 L Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry ____ Field Welding ' Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing Number of Samples: _____ Type: MaterialslDesignMix/Psi: 4 S 7-i 4_3 Date:________ REPORT J71 7-:-e ic, -? 1 4 -s if..' 6' j ,/ - ff, Ice1 4-1(14 , c -i W SPECTED CONFORMS WITH APPROVED PLANS AND SPECIF(CA7IONS UNLESS O T H E R W I S E N O T E D )qA (~)X D-fr YC . TIME IN: /1 f,ø' TIME OUT: ? Inspector (Print) CertificátThn # ,, 7 General Contractor: A., 7-:,- -.-7_ Address: lii~Wt—or's Signature City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: 6° L Address: IckO City: ealz S(3fI C Permit Number: CAI 0 g 3 C 7 2, Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding )( Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing Number of Samples: ______ Type: Materials/DesignMix/Psi: 4S714 4 -3 C / A .. s /--- 7, r- Date: J~ 41 ? REPORT Yap d A £i./ i b /1i',.- tot c,Lti #4LJi-a , TCt-t_ ç /4ct4 ,Cb, 4-#14 4 4 ç e' -kIPi--f'- Q,_1,Ls- / Ia. WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED D4 1-/ g1 2.- TIME IN: ?f TIME OUT: 1 Inspector Print) Certification # / f) General Contractor: A!!~k,*Z2 ef. .7at Address:___________________________________ Inspector's Signature City: Phone: Authorized Job Site Contact Signature Address: Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Project: Address: City: i- Zç 4 ^Lc/ Permit Number: 4C t Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinfbrced Concrete ____Structural Masonry Field-Welding Epoxy Epoxy Prestressed Concrete Shop Welding Bolting Fireproofing Number of Samples: /4j1' Type: ____ MaterialslDesignMix/Psi: 4ç77' 4 3' c 4-c J - 4 s-o Date: / REPORT ,,.-. ie 7_I f/c— q 8c,Li, €-' ' AV- h (e O,C 7t - s 7 i-C 41 7c J I ..%.r A 6 f. if p1YV. • , If Or WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED °?C3 T IN: j_TIMEOUT: /4I Certification # I- InspeP /1 General Contractor: /of/, 7L City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT d II • __ Project: (j-c9(d- i".(i Address: ' 0 9-7 E / tee - City: e ' I A1,4d c Permit Number: L 0 41 ? S? 2 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding X Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing____ Number of Samples: Type: - MaterialslDeeignMixtPsi: /)-T'vt 4-3L A - ii '1- d — £ ? / Date: W-0-AF/as— ________ REPORT c G— i'-',c ... L.J.LI ct%. 7ó'Jk (7-e-t-- etd'4-ri j, I CA j -fie tiff / - €-'I 1fX14 T 5 A s )9.& rt F/cc -MILE. SS-,7/cr /.cs o s' C. fo c7 T'-4, ,LJ'c WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE TIME IN: (73 TIME OUT: / Inspector (Print) - Certification # 4~ ~, ~~ Signature City: Phone: Authorized Job Site Contact Signature WORK INSPECTED CONFORM 49,r.a ow - /,, 4 .A/1 General Contractor: (t../4 40 .7q Address: Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Project: (1cC) /0/ Address: 2,o-5-1 City: aarl-s- £ Permit Number: SPECIAL INSPECTION REPORT f 2ôis-7 a ,'' ,--, ct. Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry X Field Welding Epoxy Prestressed Concrete Shop Welding Bolting Fireproofing___ Number of Samples: Type: c o t- MaterialslDesignMixlPsi:e C) C-i p-,, /9- /f 6Tc p- ' ' Date: REPORT '-7 CA S - (J cq MJ / i4 'J 6'cjf cz 7-- -" 1-2 - i r$7 c/ , C - 7 -r ,ej— c%- ? 1/ X77 /—/5/, WO SPECf CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED h ir TIME IN: / 2.'lo TIME OUT:Z ;Jô Inspector (Print) Certification # General Contractor:t(Jb i' Ag U6,k'7j2 Address: Inspector's Signature City: Phone: Authorized Job Site Contact Signature C39'3tO/ 14 SPECIAL INSPECTION REPORT Project: Address: City: (14.1J ,(k 9d Permit Number: CSOqcy Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete )< Structural Masonry Field Welding Epoxy Prestressed Concrete Shop Welding ____Bolting ____Fireproofing - Number of Samples: MaterialsfDesignMixlPsi: Date:/tfl#1 44O5 REPORT I RK IN ECTED CONF WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ,J'i TIME IN: 1&36 TIME OUT:1(16 inspe6or (Print) Certification # General Contractor: ih Tipecto Signature Address: A14 Authorized Jot Site Contact Signature City: Phone: 60c//'oi J. 71e e' CC1 b ô ice a Project: - Address: City: Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Permit Number: V J'S 7 2 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete)( Structural Masonry Field Welding____ Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing ____ Number of Samples:_3 Type: 'i C14Jt C9 'i . ! MaterialsfDesignMixlPsi:Ca v_C-I_—C-- 7--e _921X Sf73 Date:S /1- OS ¼ a' Ae e, 6 a-)-REPOTT -7 e 77- c/ C 4 cvq, 5'(10, crw1rJ tj/c-_S— iJcvk (I ) Caf.eJ- T-49, Checicirte6'a-r - _r/-eta."o/e/4/7 J,. 6Jryc/i'_cV_Ccr4frJ __J/ei77 ç 70 c) C) /' 1-2 C1' 4 C £ 1€ L#'ck7ri 7- -re t- .O (2) c,/;j-, feJr WORILINSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ?a.r' / c~'C2h midt'_( TIME IN: /1.30 TIME OUT: Z .10 Inspector (Print) Certification # General Contractor: eJA ; /- e Address: Inspector's Signature City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Proj e Addr City: Permit Number: . t O(3ST? Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry ____ Field Welding X Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing Number of Samples: ______ Type: Materials/DesignMixfPsi: ,4 3C S'fee I / 2' ?OIA' ,j2 ,F7/ r-it Date: 9' YkiO5 REPORT ORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED i, TIME IN:oIôO TIME OUT:/fd Inspector (Print) U Certification # ,', ) /Ov/ General Contractor: 4/,) - A0 __________ Address:______________________________________ Inspector' ignature City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: Address: City: (SLZLC I, Le, hOcW Permit Number: C 8 0&137Q Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry ____ Field Welding X Epoxy ____ Prestressed Concrete ____ Shop Welding ____ Bolting ____ Fireproofing Number of Samples: ______ Type. MaterialsfDesignMixlPsi.A -3 eeI / J 13-2/T-(/ Date: REPORT 4Ey, ioey/iooJ /aaI, it rn\ /e ¶S arl /4*cd1e q&, '0 /ss Au'(' ORK INS?ECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED 64fwe, k TIME IN:C) 7$ô TIME OUT:iEJO ./ Inspector (Print Certification # General Contractor. 1/1Wk Address: Inspector'á"Signature City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: Address: City: LatjsEbA)1 Permit Number: Ci3o4 3 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding )( Epoxy Prestressed Concrete ____ Shop Welding ____ Bolting Fireproofing Number of Samples: ______ Type: wec—ow; Materials/DesignMix/Psi: ,4d /E7di( J tWT -'// Date: 7 t'k(O~ RFPflRT W O S AND SPECIFICATIONS UNLESS OTHERWISE NOTED RK J SPE(T1 5 D Co WITH APPROVED PLAN Ke (1/t$e( TIME IN:O6èd TIME OUT:______ Inspector (Prin5 Certification ft ur General Contractor: I4 X~i _____________ igna________________________________ Address:________________________________________ City: Phone: Authorized Job Site Contact Signature CARL SCHMIDT Special Inspection Final Report REGISTERED SPECIAL INSPECTOR P.O. BOX 178403 SAN DIEGO, CA 92177-8403 Phone (619) 855-9252 DATE: 04 I 19 I 2006 TO: Mr. Tim Phillips CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Fax: (760) 602-8560 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERMIT NO.: CB043572 PLAN FILE NO.: PROJECT ADDRESS: Gold Pointe, 2051 Palomar Airport Road, Carlsbad, California The special inspection services were provided by: SPECIAL INSPECTION AGENCY: Carl Schmidt ADDRESS: P.O. Box 178403 San Diego, CA 92177-8403 SPECIAL INSPECTOR'S NAME: (TYPE OR PRINT) Carl Schmidt SPECIAL INSPECTOR'S CERTIFICATION NUMBER: 648 EXPIRATION DATE: 12/31/07 COMMENTS: Field Welding, Reinforced Concrete and Epoxy Anchor Inspections performed by this Inspections were in substantial conformance with approved proiect specifications. I declare under penalty of perjury that, to the best of knowledge, all the work requiring special inspection and/or material sampling and testing for structurels constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Carlsbad. Executed on this 19th day of _April / 2006 MONTH YEAR Signature: Proje Addr City: Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Permit Number: C 13 o'VJs ? Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry ____ Field Welding ) Epoxy ____ Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing Number of Samples: ______ Type: MateriaIsfDesignMixIPsi Date: q N4 6 5— ,E?W Rle- REPORT IPEC'çED CONF$MS Will-I APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED gZK LMd"Atv ij P3-< TIME IN: —0 9*5 TIME OUT: # Inspector (Print) U Certification 1n ' General Contractor: LI%/ #' 1t Address: 2or'ignat City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Proje Addr City: Permit Number: ? a ôqj 72 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry ____ Field Welding )ç Epoxy Prestressed Concrete Shop Welding ____ Bolting ____ Fireproofing Number of Samples: ______ Type: _________________________________________________________ MaterialslDesignMix!Psi: A X &W l f7ddr /edI Date: 3 Iva v011~ REPORT ffr OR IN PECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED _ a ~1 i~,O hd (SaJ,i ?SS TIME IN:6dO TIME OUT: Inspector (Print) U Certification # , I r Nx v "wo, In'410 I -, General Contractor: Address: City: Phone: Authorized Job Site Contact Signature Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Proj e Addr City: Permit Number: - Plan File Number: C; 43 01135 7,2 TYPE OF OBSERVATIONS: -. Reinforcing Steel Reinforced Concrete - -Structural Masonry Epoxy ____ Prestressed Concrete Shop Welding ____ Bolting Number of Samples: ______ Type: MaterialslDesignMixfPsi: It Date: c2 Jflcty OS REPORT Field Welding . Fireproofing ~ OtK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ch44h/ 1,W TIME IN: /40186 TIME OUT: Inspector (Print9 Certification # General Contractor: eJA,1e ctJ3 Address:__________________________________________ nspecto ignature City: Phone: Authorized Job Site Contact Signature EsGil Corporation In Partnership with Government for Buit&ng Safety DATE: 11/8/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-3572 SET: II PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Gold Pointe B - TI D APFL1CANT PtANREVIEW ER D FILE LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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. LI Esgil Corporation staff did a vise(V P) the p lic nt that the Ian c ck has been completed. t W04 Person contacted:CC. "i Date contacted: / / (by: ) p.., Fax #: Mail Telephone F on !7r REMARKS: 1. The plans must be signed by the designer. 2. A "Special Inspection Program" must be submitted by the designer to the building department. By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 11/1/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partners flip wit/i Government for 33 ui(efing Safety DATE: 9/28/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-3572 PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Gold Pointe B - TI SET:I I APPLICANT IJ PLAN REVIEWER FILE LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Eli 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 lis t 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. LI 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: Howard Anderson Associates 2194 Carmel Valley Rd, Del Mar, CA 92014 LI 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: Howard Anderson Associates Telephone #: 858-755-5009 Date contacted: q1V1110V(by:4).. Fax #: 858-755-1236 Mail V1eIephone " Fax v, In Person LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 9/16/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 'p City of Carlsbad 04-3572 9/28/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-3572 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/15/04 DATE INITIAL PLAN REVIEW COMPLETED: 9/28/04 JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 2612sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 26 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/16/04 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 04-3572 9/28/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed. 2. Please revise the plans to show the new corridor to the new restrooms not to create a dead end corridor greater than 20'. Please revise the plans to show all new wall to the rated corridor to be 1 hour rated (the wall separating the corridor and the elevator equipment room and the new restrooms). Please clarify detail K on sheet TI-7 to show the 1 hour to continue to the floor deck or roof sheathing. Please clarify detail L to show the framing material and the connection to the deck framing. Please revise the plans to show door 204 no to reduce the landing at the new stairs #2 per section 1003.3.1.7. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. . REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS City of Carlsbad 04-3572 9/28/04 STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING HIGH-STRENGTH BOLTS EXPANSION/EPDXY ANCHORS When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Please provide calculations for all connections consistent with the requirements in section 2213.6 for ordinary moment frames. Please clarify the plans and calculations. The calculations show a maximum drift of 3.1" and the plans show a seismic separation of only 2"? Please provide calculations for 12x12 concrete columns and the connection of the 8x8 TS columns to the concrete columns. Please provide plans and details for the new exterior wall shown on the site plan. Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". It appears the lighting system is to be altered, if so please provide complete plans. Please provide the required energy compliance forms. The LTG forms shall be signed and imprinted on the plans. Please provide panel schedules, indicate new and existing loads. Please indicate on the plans the location of the electrical panel and detail the required working clearance. If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1004.3.4.3.2.1. Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and access to equipment. Fire dampers shall be installed per Section 713.11 at all ducted or unducted air openings at penetrations of: a) Corridors or horizontal exit walls. City of Carlsbad 04-3572 9/28/04 Smoke dampers shall be installed per Section 713.10 at all ducted or unducted air openings at penetrations of: a) Corridors or horizontal exit walls. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.10 of the UBC. The completed and signed ENV-1 forms must be imprinted on the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No L3 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. NOV 03 2O4 3:39PM MALEK ENGINEERS INC. 453-7445 p.2 11/03104 WEp 14:16 FAX 8587551236 Howard Anderson t&002 I City :if Carlsbad 04-3572 9/28O4 SPECIAL INSPECTION PROGRAM ADDRIISS OR LEGAL DESCRIPTION: -01 t'*a4v Aipercá i4 PLAN IHECK NUMBER: L 9 7- OWNER'S NAME: c'l4 P%J th I, as (h owner, or agent of the owner (contractors may p&t employ the special Inspector), certify Ihat I, or the architect/engineer of record, will be responsible for employing the special Inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed —k- 1, as theI!__chitecr of record, certify that I have prepared the following spetial inspection progrri as requited by UBC Section 106.3.5 for the oonucticn project located at the site listed above. Signed X_ 1. List of work requiring special inspection: O Souls Compliance Prior to Foundatiàn Inspection E.'Structural Concrete Over 2500 PSI 0 Prestressed Concrete O Structural Masonry El Designer Specified 96(1 Field Welding igh Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofing CJ Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: C. 3. Dutlies of the special inspectors for the work listed above: A. _COsfl.J(/OJ IriS9.rcfl,,.) fl4 flø#v ir(ii City'of Carlsbad 04-3572 9/28/04 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-3572 PREPARED BY: Doug Moody DATE: 9/28/04 BUILDING ADDRESS: 2051 Palomar Airport Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 2512 30.00 75,360 Air Conditioning Fire Sprinklers TOTAL VALUE 75,360 Jurisdiction Code lCD IBy Ordinance 1994 UBC Building Permit Fee I $445.161 1994 UBC Plan Check Fee v I $289.351 Type of Review: El Complete Review Li Structural Only El Other El Repetitive Fee Repeats El Hourly Hour * Esgil Plan Review Fee I $249.29 Comments: Sheet I of I macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB C -(-- ' ~ 7 DATE ADDRESS RJd C- -5e RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (410,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE /6 /r/' Docs/Misforrnslplanning Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. GB O+ /7Q- Address 2051 Vf() V't P'4PJ) Planner 4fr11,'i'_f?L/tDJC() Phone (760) 602- APN: Z,LO5D— Type of Project & Use: o,es+RNet Project Density:DU/AC Zoning:P —AA General Plan: 91 Facilities Management Zone: 5 CFD (In/out) #_Date of participation: Remaining net dev acres:______ (For non-residential development: Type of land used created by this Circle One permit: Le-gend: Item Complete L1 Item Incomplete -Needs; your action Environmental Review Required: YES ____ NO ____ TYPE DATE OF COMPLETION:_________________ with conditions of approval? If not, state conditions which require action. I Approval: [•1U1 DIscretIonar\Actl Required: YES ___ NO ___ TYPE APPROVALIRE' NO. DATE_____ PROJECT NO. - OTHER RELATED ES: Compliance with condit or approval? If not, state conditions which require action. Conditions of Approval: 0 0 0 Coastal Zone Assessment/Co Project site located in Coastal Zone? '(ES NO____ CA Coastal Commission Authority? Y____ NO____ If California Coastal Commission Authorit Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-237 Determine status (Coastal Permit Required or"gxempt): Coastal Permit Determination Form already com'leted? YES___ NO___ If NO, complete Coastal Permit Determination Forl now. Coastal Permit Determination Log #: \ Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Perm (at minimum Floor Plans). Complete Coastal Permit Determination Log as neei O 0 0 Inclusionary Housing Fee required: YES - NO \ (Effective date of Inclusionary Housing Ordinance - May 21, 1993k Data Entry Completed? YES - NO (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing ees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: H%DMlN\COUNTER\BldgPInchkRevChklst Rev 9/01 O 0 0 \ 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). O ovide legal description of property and assessor's parcel number. Policy 44— elghborhood Architectural Design Guidelines O 0 0 Applicabiiiiç(ES NO_______ o DM Project compli YES NO_______ Zoning: O 0 0 1. Setbacks: Front: Xsetbacks: ___ Shown Interior Side:____ Shown Street Side: ____ Shown Rear: ___ Shown Top of slope:____Shown O 0 0 2. Accessory structure Front: Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown O 0 _____ 0 3. Lot Coverage: Required Shown O 0 0 4. Height: Required Shown D El 0 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required _ Shown DO ro ~L V Additional Comments (1) tae s\i14i,J '* 1471J fl1vv1[,2w /' pvo c7/'?:k ive-oL O" sftJJ Ifld- '-i--t- ctct&k c*&-. tL+i e( c414 iti11-1i1 I 4KVA Z2LAA4 01 WC ,i, if c- . . .. . . - OK-TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ,, DATE..J q HMDMIN\COUNTERSIdgPInchkRevChkIst Rev W01 Carlsbad Fire Department 043572 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Date of Report: Requirements Category: Building Plan 12/01/2004 Reviewed by: Name: Howard Anderson Address: 2194 Carmel Valley Rd City, State: Del Mar CA 92014 Plan Checker: Job #: 043572 Job Name: Gold Pointe Bldg #: CB043572 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. El Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. LI Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. Review 1st __________ 2nd _________ 3rd __________ Other Agency ID FD Job # 043572 FD File # Carlsbad Fire Department 043572 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 10/04/2004 Reviewed by: Name: Howard Anderson Address: 2194 Carmel Valley Rd City, State: Del Mar CA 92014 Plan Checker: Job # 043572 Job Name: Gold Pointe Bldg #: CB043572 Job Address: 2051 Palomar Airport Rd Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. E1 Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1St __________ 2nd __________ 3rd __________ Other Agency ID FD Job # 043572 FD File # Requirements Category: Building Plan Rejuirement: Pending 05.32 Additional Requirements or Comments Provide note on plan showing that the proposed elevator can accomodate a 84 x24 inch gurney. Page 1 10/04/04 ENGINEERS, INC. 8380 MIRAMAR MALL SUITE 225 a SAN DIEGO, CALIFORNIA 92121 858/453-7339 ° FAX 858/453-7445 STRUCTURAL CALCULATIONS FOR TENANT IMPROVEMENT AT 2051 PALOMAR AIRPORT ROAD CARLSBAD, CA 92008 CLIENT: HOWARD ANDERSON & ASSOCIATES ARCHITECT PROJECT NO.: 3180.40 MEMBER OF STRUCTURAL ENGINEERS ASSOCIATION OF CALIF$'12. MALEK ENGINEERS, INC. I JOB NO. SHEET NO. OF I SAN DIEGO, CA. BY: DATE: 5/e74 P 2 p 20 t-í #apogr 1-O I SUBJECT: fl'yy /-7 P? CX S 2 rv4-ck £ - OiwirC7)v.i6 f14i2 L JvPP,pflAiC /7/JflAj j2 500Q * I P 2S72 - Rf' M7OQISE r S 3.3 'L. a-e l- ? L v.J-j g-r-ft fl' EZ V#11b 1Q 9g Pz Z5 (11 ! Q .-toga '2,I Mt 733 3. 20fj4 (154 Lo) "i 2,2 - fl__ *- M925? VL .S.473y. 2)o-q73 /jr QaW. MALEK ENGINEERS, INC. JOB NO. SHEET NO. OF SAN DIEGO, CA. BY: q. f-, DATE: SUBJECT: : J1 • c .c7 fLLv',-)-' /2,,' /? )c2i)12g 3O43,: 75' / /17 t&jt Jj(a(tIl&() etA Lo, OZOO.A-7 J 2'(sn) o4o 35- 2,0 11 3c' #. 2jo D5 7--f &,K(/4 I = OF P'L - g1 oc- (t' t'7 5c 5': 3 I t)c:- MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 34 BY: DATE: 4. SUBJECT: )vi- CJcCr'o, L Pg'v'd v-' 3. (1?$-(Qo) 4 4 0 35c' 1 : 2 ff c R 744q/tt2.; 15cç A 2 6 57 2-i-- 5,04 t) _7)t t1i.. 4qq ,1:.i. / £- 2( Qaib Us-c fl I2j(4, =) /?ot,fr Ot- /- (c f a.72 .; ,' flIi JPJi II " 0cc ( - 6.,. L,ti2( 71106- _ . $1'L-. !9C- f14g1 - - - I'J•' 4(O 2. ('Is - 3rf?4wst 8.7' 2& 71 fi fr7tQ(c r &ic. oJ (ó9J i'ii. D(/H MALEK ENGINEERS, INC. JOB NO. SHEET NO. OF SAN DIEGO, CA. BY: i9.1- I DATE: 4014 SUBJECT: L3i-'9- fJeJJIj p(J )Wi7 PCeC 12 I tt 105 (30f7(i fJ (2(37L( t ly,a PJ rflSr !±CT JQ 44cl 0, (7-9 J L L 45 (f (2 27 (woe Wyzu 45 L/ 15-0 1,/fl b '7 2) g4.c ______ p 2. r-9 ____ 2 pi(2,t177gJ gLev.(L4i.. 16 ii 7 c (9 Low _0 eyc 7.j.< i k'4 2?O sr C'iu.. f1ç /2,q Thy2() I5I9 —Cci J3Lq,ij - /75 4 Z.0 ti ti - f i o 4 cr#lsyr .919 40/ 3 1 4 MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF J(4° 5'9 BY: DATE: SUBJECT: ? eLJLyn-iQ( 2 -S½''T D,r--ci',J• f(: Z' to /',: •2..- 19 04- .3 y4P (1,LJV. i2' (I (?fy/2f (?c')< q..5.,,. 7.3/2: /072 L(z541 s)5/2:25 PL r / S: g3 vvp I, C ( -,0 3.P 7.3..3 JOB NO. SHEET NO. OF 3/ff.4Q BY: /9.fr. DATE: MALEK ENGINEERS, INC. SAN DIEGO, CA. SUBJECT: Fog mr C'7 f9J2 t3('tii J9r25 43 S Z7~ - 0.7 XL O9 O.7 3( - laôi' /VCMOJJ 4-5s -L5 395 c: K' 4,3 < 0_4 q.L x -7 -Irz-.QOA C,,I?tLrC2) rJ t1fr4 i&-#- k- 5'(t 15c tx 4i-7 ,'i <01)25 )(/3k'(Z?.37 0.Ic. 6-. 4,) -e 3/g CeQ. 39h J 7) titZ PAPij 77 PROGRAM : General Frame Analysis v1.16 PAGE NO. 1 ECOM ASSOCIATES, Inc. TIME : d Jun 02 18:22:49 2004 JOB : JCC ELEVATOR TOWER FRAME IN SHORT DIRECTION NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0.000 H 2 0.000 13.000 3 0.000 27.000 4 6.000 0.000 H 5 6.000 13.000 6 6.000 27.000 7 15.000 13.000 8 15.000 27.000 ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE Units : Ft Deg 1 1 2 13.000 90.00 1 2 2 3 14.000 90.00 1 . 3 4 5 13.000 90.00 1 4 5 6 14.000 90.00 1 5 2 5 6.000 0.00 2 6 5 7 9.000 0.00 2 7 3 6 6.000 0.00 1 8 6 8 9.000 0.00 1 PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA I DIST Units : K /In 2 In2 In4 Ft 1 TS8X8X3/8 29000.00 11.100 106.000 2 T512X8X5/16 29000.00 11.900 239.000 ELEMENT LOAD INFORMATION LOAD LOAD LOAD DIST CASE TYPE SYS SPEC DIST PX PY M Units : Ft K /Ft K /Ft Ft-K /Ft 87/ PROGRAM : General Frame Analysis v1.16 PAGE NO. 2 ECOM ASSOCIATF$, Inc. TIME : Wed Jun 02 19.22:49 2004 JOB : JCC ELEVATOR TOWER FRAME IN SHORT DIRECTION ELEMENT LOAD INFORMATION LOAD LOAD LOAD DIST CASE TYPE SYS SPEC DIST PX PY M Description : D.L.+L.L. Element List : 6 1 UNIF GLO DIST B 0.00 0.00 -0.55 0.00 E 9.00 0.00 -0.55 0.00 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Units K K Ft-K Ft Ft Deg Description : D.L.+L.L. Node List : 8 1 FORCE 0.00 -0.20 0.00 Description : D.L.+L.L. Node List : 7 0 1 FORCE 0.00 -2.85 0.00 Description : LAT. LOAD Node List 3,6 2 FORCE 1.08 0.00 0.00 Description : LAT. LOAD Node List : 2,5 2 FORCE 0.26 0.00 0.00 PROGRAM : General Frame Analysis vl.16 PAGE NO. 3 ECOM ASSOCIATES, Inc. TIME : Wed Jun 02 18:22:49 2004 JOB JCC ELEVATOR TOWER FRAME IN SHORT DIRECTION :l NODAL DISPLACEMENTS LOAD NODE COMB NO DX DY ROTATION Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 2 1 1 0.0000 0.0000 -0.0631 2 0.1015 0.0040 0.0143 3 0.1767 0.0043 -0.0220 4 0.0000 0.0000 -0.0115 5 0.1015 -0.0079 -0.0889 6 0.1768 -0.0083 -0.0062 7 0.1015 -0.4606 -0.3058 8 0.1768 -0.0476 -0.0282 2 1 0.0000 0.0000 -0.3418 2 0.6548 0.0053 -0.0379 . 3 0.8950 0.0066 -0.0313 4 0.0000 0.0000 -0.3418 5 0.6548 -0.0053 -0.0379 6 0.8950 -0.0066 -0.0313 7 0.6548 -0.0767 -0.0379 8 0.8950 -0.0655 -0.0313 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE COMB 2 : 1.00 X CASE 2 1 1 8.2920 0.3414 0.0000 2 8.2920 0.3414 4.4388 -0.0271 7.51 2 1 10.8467 1.3400 -0.0000 2 10.8467 1.3400 17.4200 -0.1062 7.51 PROGRAM : General Frame Analysis v1.16 PAGE NO. 4 ECOM ASSOCIATES, Inc. TIME : Wed Jun 02 18:22:49 004 JOB : JCC ELEVATOR TOWER FRAME IN SHORT DIRECTION ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST 2 1 2 0.5101 0.4977 -4.4521 3 0.5101 0.4977 2.5157 0.0166 4.46 2 2 2.5787 1.0800 -7.3838 3 2.5787 1.0800 7.7362 -0.0150 10.88 3 1 4 -16.2950 -0.3414 0.0000 5 -16.2950 -0.3414 -4.4388 0.0271 7.51 2 4 -10.8467 1.3400 -0.0000 5 -10.8467 1.3400 17.4200 -0.1062 7.51 4 1 5 -0.7131 -0.4977 5.6856 6 -0.7131 -0.4977 -1.2822 -0.0322 5.43 2 5 -2.5787 1.0800 -7.3838 6 -2.5787 1.0800 7.7362 -0.0150 10.88 5 1 2 -0.1562 -7.7819 8.8909 5 -0.1562 -7.7819 -37.8006 0.0173 3.68 2 2 0.0000 -8.2679 24.8038 5 0.0000 -8.2679 -24.8038 -0.0036 1.27 6 1 5 -0.0000 7.8000 -47.9250 7 -0.0000 2.8500 -0.0000 0.0508 3.63 2 5 0.0000 0.0000 0.0000 7 0.0000 0.0000 -0.0000 7 1 3 0.4977 -0.5101 2.5157 6 0.4977 -0.5101 -0.5448 -0.0026 2.34 2 3 0.0000 -2.5787 7.7362 6 0.0000 -2.5787 -7.7362 -0.0025 1.27 8 1 6 -0.0000 0.2030 -1.8270 8 -0.0000 0.2030 0.0000 0.0053 3.80 2 6 0.0000 0.0000 -0.0000 8 0.0000 0.0000 0.0000 0 I (Al PROGRAM : General Frame Analysis v1.16 PAGE NO. 5 ECOM ASSOCIATES, Inc. TIME : Wd Jun 02 18:22:49 2004 JOB : JCC ELEVATOR TOWER FRAME IN SHORT DIRECTION :l REACTIONS NODE LOAD NO COMB PX PY MOMENT Units : K K K -Ft 1 1 0.3414 8.2920 0.0000 2 1.3400 10.8467 -0.0000 4 1 -0.3414 -16.2950 0.0000 2 1.3400 -10.8467 -0.0000 0 PROGRAM : General Frame Analysis v1.16 PAGE NO. 1 ECOM ASSOCIATES, TIME : Wed Jun 02 19:0'1 -56 2004 JOB : ELEVATOR TOWER FRAME IN LONG DIRECTION e :l NODAL INFORMATION NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0.000 H 2 0.000 13.000 3 0.000 27.000 4 9.000 0.000 H 5 9.000 13.000 6 9.000 27.000 ELEMENT INFORMATION ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE Units : Ft Deg 1 1 2 13.000 90.00 1 2 2 3 14.000 90.00 1 3 4 5 13.000 90.00 1 4 5 6 14.000 90.00 1 .5 2 5 9.000 0.00 2 6 3 6 9.000 0.00 1 PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA I DIST Units : K /In 2 In2 In4 Ft 1 TS8X8X5/16 29000.00 11.100 106.000 2 TS12X8X5/16 29000.00 11.900 239.000 NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Units : K K Ft-K Ft Ft Deg Description : LAT. LOAD Node List 3,6 1 FORCE 1.10 0.00 0.00 L3/ PROGRAM : General Frame Analysis v1.16 PAGE NO. 2 ECOM ASSOCIATES, Inc. T1ME : Wed Jun 02 19:2:56 2004 JOB : ELEVATOR TOWER FRAME IN LONG DIRECTION o :l NODAL LOAD INFORMATION LOAD LOAD PX PY M CASE TYPE DX DY BETA Description : LAT. LOAD Node List : 2,5 1 FORCE 0.27 0.00 0.00 li p/I PROGRAM : General Frame Analysis v16 PAGE NO. 3 ECOM ASSOCIATES, Inc. TIME : Wed Tun 02 19:02:56 2004 JOB : ELEVATOR TOWER FRAME IN LONG DIRECTION NODAL DISPLACEMENTS LOAD NODE COMB NO DX DY ROTATION Units : In In Deg LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 0.0000 0.0000 -0.3600 2 0.6979 0.0036 -0.0489 3 0.9655 0.0045 -0.0371 4 0.0000 0.0000 -0.3600 5 0.6979 -0.0036 -0.0489 6 0.9655 -0.0045 -0.0371 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K -Ft K -Ft /In Ft O&D COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 7.3920 1.3720 0.0000 2 7.3920 1.3720 17.8360 2 1 2 1.7838 1.1020 -7.4011 3 1.7838 1.1020 8.0269 3 1 4 -7.3920 1.3720 0.0000 5 -7.3920 1.3720 17.8360 4 1 5 -1.7838 1.1020 -7.4011 6 -1.7838 1.1020 8.0269 5 1 2 0.0000 -5.6082 25.2371 5 0.0000 -5.6082 -25.2371 6 1 3 0.0000 -1.7838 8.0269 6 0.0000 -1.7838 -8.0269 -0.1087 7.51 -0.0166 10.77 -0.1087 7.51 -0.0166 10.77 -0.0082 1.90 -0.0059 1.90 PROGRAM : General Frame Analysis v1.16 PAGE NO. 4 ECOM ASSOCIATES, Inc. TIME : Wed Jun 11 2 19:02:56 2004 JOE : ELEVATOR TOWER FRAME IN LONG DIRECTION REACTIONS - NODE LOAD NO COME PX PY MOMENT Units : K K K -Ft 1 1 1.3720 7.3920 0.0000 4 1 1.3720 -7.3920 0.0000 0 MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 3181 fb' BY: t -. DATE: SUBJECT: 27I A 2 5;/,1 P.CO / 3rIO L/et,pT ci.iz WAY" 2 f. (,ZcJLFfl'?. (JetHr) :O.2D 4x10'4 oif3 3' 7 1 e IN 'I 4-'/ ,0,i4t' / — - I PcC (dJ. 9 fl2 /9,-,c fi c7-4 fr:: (jfc fd , •' 7The'( - p7 - f2P) r- C iX (11J D J 12 (< \ Pt -c DcJu)J t( /ILtLI 11,03 IJL h'- 0. 1.3 . 0. L, , /1 j.- O,OI' 14 - 72ø/JI9rJ Aw"n (9(/4% 40 ft--v IJ • 5.7k'Z '(13) AV- • I7A/ Title: Job# Dsgnr: Date: 216PM, 18 OCT 04 Description: Scope: (c)1983-2002 ENERCALC Engineenng Software User KW~(X04834, ________________Rectangular Concrete Column Page 1 Description 12" SQUARE CONCRETE COLUMN General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Width 12.000 in ft 2,500.0 psi Total Height 4.000 It MOMMEOW Depth 12.000 in Fy 60,000.0 psi Unbraced Length 4.000 ft Rebar: Seismic Zone 4 Elf. Length Factor 1.000 2- # 6 d= 2.000 In LL & ST Loads Act Together Column is BRACED 2-# 6 d= 10.000 in Dead Load Live Load Short Term Eccentricity Axial Loads 16.300k k 10.700k in Lateral Point Loads Location # 1 0.340k k 1.340 k 4.000 It #2 k k k Summary Column is OK 12.00 x 12.001n Column, Rebar: 246 @ 2.001n, 246 © 10.00in Ac, 9-1 ACI 9-2 ACI 9-3 Applied: Pu : Max Factored 22.82 k 37.80 k 29.65 k Allowable: Pn * Phi @ Design Ecc. 228.40 k 228.40 k 228.40 k M-critical 1.83 k-ft 3.02 k-ft 2.37 k-ft Combined Eccentricity 0960 in 0960 in 0.960 in Magnification Factor 100 1.00 1.00 Design Eccentricity 0.960 in 0.960 in 0.960 in Magnified Design Moment 1.83 k-ft 3.02 k-ft 2.37 k-ft Pc • .80 326.29 k 326.29 k 326.29 k P: Balanced 124.30 k 124.30k 124.30 k Ecc: Balanced 6.866 in 6.866 in 6.866 in lSlenderness perACI318-95Sec9on 10.12& 10.13 Actual k Lu! r 13.333 Elastic Modulus 2,850.0 ksi Beta 0.850 ACI Eq 9-1 ACI Eq 9-2 ACI Eq. 9-3 Neutral Axis Distance 12.6000 in 12.6000 in 12.6000 in Phi 0.7000 0.7000 07000 Max Limit kYr 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 1.0000 0.6037 0.4948 Cm 1.0000 1.0000 1.0000 El / 1000 0.00 0.00 0.00 PC: pi'2 E I / (k Lu)A2 0.00 0.00 0.00 alpha: MaxPu / (.75 Pc) 0.0000 0.0000 0.0000 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 0.960 0.960 0.960 in Design Ecc = Ecc * Delta 0.960 0.960 0.960 in ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9' Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 .... seismic =ST: 1.100 40 184/ DL=16.3, LL=0.0, ST=10.7 k 000 in Dx 4.00 ft 12.00 in -T • • • • 12.00 in el C) Pt Ld #1: DL0.3, LL=0.0. ST=1.3 k @ 4.00 0 285 502 Pu,Mu (Eq 9-1) PuMu (Eq 9-2). zz 8k, 1.8k-It 37 8k. 30k-ft 256951 228 401 199 851 171 301 142 751 114 200 95650 _ _ _ _ 7 57100 28 550 Joe ON 10 10 20 2.0 u 40 4.il 50 xmI Pnphi (k) Moment. Mnpni (k-fl) • • . LU Ui ui LU ___ ía ía ía EXI5T'6. _____ EXIST'S. V,Rlxbb EXIST&. Ix6S V42Ix68 ni NE4)O(xXX !XI5T'6. MUM EX15 . XI5T16.PMI6x3I EXIT.ke4ISx I llfH1IIIIIIIIIIi PARTIAL EXIST'G. FLOOR & NEW FLOOR FRAMING PLAN I/b" = -0" MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 3i94 BY: II M I DATE: SUBJECT: Sa'ovb ñAolt OPM,vL o .ir D,A ',J ("Ji PO(nZ-: 0,V t717 S ..9 - 7 to - . 28a3-4757 7cc3 t I (2 ('Z1- 2'7 .3727 $- 359-st ,J7 Z7 7, klI< I-) irt -0 I2 I PLdc d3 /5"2& 2. 952 ~ctr J4wi-s 36 Ft 40 !: •: - - - yt 9.c(cro ), t&, ?7.co (c27 I" 1-f L .9- 9 (r1(o)/6i 9 -(475z7/ A" p fq0L.-23)s37 Jrc) k1/2.,( IJ.•,i: , Title: Dsgnr: Description: Scope: Job# Date: 6:41PM, 7 JUN 04 S User KW-0604834, Ver 5 6 1 25-Oct-2002 (c1983.20O2 ENERCALC Engineering Software Description FB-2 Steel Beam Design Page 1 IGeneral Inform ation .Calculations are designed to AiSC 9th Edition ASD and 1997 UBC Requirement Steel Section: W1 6X36 Fy 36.00ksi Pinned-Pinned Load Duration Factor 100 Center Span 27.50 ft Bm Wt. Added to Loads Elastic Modulus 290000 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 It Lu Unbraced Length 1300 ft Loads DL 0.567 0.036 0.316 k/ft LL 0.900 0475 k/ft ST k/ft Start Location 4.000 17.500 ft End Location 4.000 17.500 27.500 ft I Point Loads Dead Load 0950 1.402 k Live Load 0950 2.375 k Short Term k Location 4.000 17.500 ft L Summary I Beam OK .,. Static Load Case Governs Stress Using: WI 6X36 section, Span = 27.50ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 13.00ft, LDF = 1.000 Actual S Allowable Moment 61.269 k-ft 82.700 k-ft -0 60 2 in fb Bending Stress 13.014 ksi 17 566 ksi Max. . eflection Length/DL D 1,204.3 :1 Fb 0.741 :1 DOfb/ Length/(DL+LL Defi) 548.3 Shear 10.668 k 67.373 k fv: Shear Stress 2.280 ksi 14.400 ksi fv/Fv 0.158 :1 IForce & Stress summary .'C.*•J c<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 91) Center Center 9D Cants 0 Cants Max. M + 61.27 k-ft 27.05 61.27 k-ft Max.M - k-ft Max MLeft k-ft Max. M Q Right k-ft Shear @ Left 10.67k 4.79 10.67 k Shear Right 10.26 k 4.47 10.26 k Center Defi. -0.602 in -0.274 -0.602 -0.602 0.000 0.000 in Left Cant Defi 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defi 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defi @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 10.67 4.79 10.67 10.67 k Reaction @ Rt 10.26 4.47 10.26 10.26 k Fa calc'd per Eq. E2-2, K*Lir > Cc I Beam, Major Axis, (102,000 * Cb I Fy)i.5 <= L/rT <= (510,000 * Cb / Fy)A.5 , Fb per Eq. F1-6 LI Title: Job # Dsgnr: Date: 6:41PM, 7 JUN 04 Description: Scope Rev 560100 User KN.0604834, Ver56 1, 25-Oct-2002 Steel Beam Design Page 2 (c)1983-2002 ENERCALC Engineenng Software Description FB-2 Section Properties WI 6X36 Depth 15 860 in Weight 3600 #Ift r-xx 6.501 in Width 6.9851n I-xx 448.00 in4 r-yy 1.520 in Web Thick 0.295 in I-yy 2450 in4 Rt 1 790 in Flange Thickness 0 430 in S-xx 56 494 in3 Area 10.60 in2 S-yy 7015 in3 Title: Job # Dsgnr: Date: 5.19PM, 7JUN04 Description: Scope: (c)1983-2002 ENERCALC Engineering Software ComP osite Steel Beam Page 1 .. Description FB-3 LDesign Input Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Section Name W12X16 Fy 36.00 ksi Beam Span 14 000 It ft 3,00000 psi Beam Spacing 9.500 ft Concrete Density 145.00 pcI Slab Thickness 5.500 in Stud Diameter 0750 in Deck Rib Height 3.000 in Stud Height 4.500 in Rib Spacing 12 000 in Beam Weight not added Rib Width 6 000 in Using Partial Composite Action Rib Orientation Perpendicular Elastic Modulus 29,000.00 ksi Beam Location Slab Both Sides Dead Loads (applied before 75% curing) Full Span Uniform Loads... Point Loads... #1 0.296 k/ft #1 1.402 k 10.000ft Trapezoidal Loads... #1 © Left 0.281 k/ft @ Right 0.281 k/ft —> 10.000 ft Live Loads (applied after 75% curing) Full Span Uniform Loads... Point Loads... #1 0.475 k/ft #1 2.375 k 10.000 ft . Trapezoidal Loads... # I Left 0.475 k/ft . @ Right 0.475 k/ft --> 10.000 ft OK Shored & Unshored I Using W12X16, Span = 14 ooft, Slab Thickness = 5.500in, Deck Rib Ht= 3.00in, Rib Spac= 12.001n, Rib Width 6.001n W/ Slab Both Stress Checks for Shored & Unshored Cases... @ Bottom of Beam Actual = 18,404.7 psi Allowable = 23,999.8 psi OK Unshored DL Stress Actual = 11,081.5 psi Allowable = 23,999.8 psi OK Actual Shear Stress Actual = 4,297.6 psi Allowable = 14,400.0 psi OK Unshored Stress Check.... (Mdl/Ss + MII/Strans) Actual = 22,546.5 psi Allowable = 32,400.0 psi OK Mu I Strans(top) Actual = 315.3 psi Allowable = 1,350.0 psi OK Alternate Unshored Stress Check (Mdl + MII) / Ss 29,388.7 27,360.0 psi Shored Concrete Stress Check .... (Mdl + MIl) I (Stranstop * n) 506.2 1,350.0 psi Shear[ Studs & Shear Transfer H Actual # Studs 0 per 1/2 beam span Stud Capacity 9.78 k Vh: min 21.20 k Total req'd 1/2 Span 3 studs Vh @ 100% 84.78k Vh: Used 29.33 k Zone I from 0.000 It to 2.489 ft , Use 1 studs Zone 2 from 2.489 It to 4.978 It , Use 2 studs Zone 3 from 4.978 ft to 7.467 ft , Use 0 studs Zone 4 from 7.467 ft to 9.644 ft , Use 0 studs Zone 5 from 9.644 ft to 11.822 ft , Use 2 studs Zone 6 from 11.822 ft to 14.000ft , Use 1 studs S bf Title: Job # Dsgnr: Date: 519PM, 7JUN04 Description: Scope: User KW-0604834, Ver 5 6 1, 25-Oct-2002 I(c)1983-2002 ENERCALC Engineering Software Composite Steel Beam Page 2 .... . Description F13-3 Deflections I Transformed 459 02 in4 I. Effective 312 38n4 Shored Unshored Before 75 % Curing 0 062 in (after shores removed) 0 187 in Construction Loads Only 0.000 in 0 000 in After 75% Curing 0.102 in 0.102 in Total Uncured Deflection 0.062 in . L/2720.5 0.187 in : L I 897.0 Composite Deflection 0.164 in : L/1025.6 0289 in L/ 5807 Reactions H LoZ'Combinations.. 9D Left 91) Right Dead + Constuction 4.28k 4.08 k Composite 7 06 k 6.72 k Max DL + LL 11 34k 10.79 k Analysis values Maximum Moments Effective Flange Width... Dead Load Alone 15.87 k-ft Fb : Allow 23.76 psi Based on Beam Span 3.500 ft Dead + Const 15.87 k-ft n : Strength 9.29 Based on Beam Spacing 9.500 it Live Load Only 26.21 k-ft n: Deflection 9.19 Dead + Live 42.08 k-ft Effective Width 3500 ft Support Shears ShearLeft 11.34k Shear @ Right 10.79 k I Section Properties Section Name W12X16 _._. .... Depth 11.990 in lxx: Steel Section 103.00 in4 Width 3.990 in I transformed 457.85 in4 Flange Thick 0.265 in Strans : top 107.39 in3 Web Thick 0.220 in Strans: bot 34.62 in3 Area 4.710 in2 Strans : eff @ bot 27.43 in3 Weight 15.998 #Ift n*Strans: Ef @ top 652.4 in3 I-steel 103.00 in4 X-X Axis from Bot 13.23 in S steel :top 17.18 in3 Vh©100% 84 78 k S steel : bottom 17.18 in3 0 Jt .Jii 9 Op-, fe-s. 40: &ir (f flLi )'(5 ?- Z( 10 P 3394-i 5Z2eL ~th ccc 4-t rhr 9P ; Chu'- 8&I-? f& I-4( cc C,-)-Z Jb- (71Q Ill e 7i PL MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 718 BY: 4-(-).DATE: q SUBJECT: =) MAJ 4>(fr7 t- 'f + JO: 203 1901c7 (2. (5-9r-14y 7'.( Z. 24.3?-3 7Z &(a9 f22 .. 335- q..f Lg2 858t /0 8,90 ic4 J - -25 A l 4- / 1.-. fijr Ji4& IS 0k. Title: Job# 2 Dsgnr: Date: 804PM, 7 JUN 04 Description: S Rev 560100 User KW-0604834, Ver 5 6 1 25-00-2002 (c)1983-2002 ENERCALC Engineering Software Description FB-5 Scope: Steel Beam Design Page 1 General Information Calculations are designed to AISC 8th Edition ASD and 1997 UBC Requirements Steel Section WI 6X67 Fy 3600ks1 Pinned-Pinned Load Duration Factor 1.00 Center Span 29.00 ft Elastic Modulus 29,0000 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu Unbraced Length 0.00 ft I Distributed DL 0.600 0217 k/ft LL 0.950 0.300 k/ft ST k/ft Start Location 4.000 It End Location 4000 29000 ft Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 2.360 3.354 k Live Load 4000 5.228 k Short Term k Location 16000 21.000 ft Summafy Beam OK Static Load Case Governs Stress Using: WI 6X67 section, Span = 29 ooft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 S Actual Allowable Moment 140.952 k-ft 231.343 k-ft Max. Deflection -0.726 in fb: Bending Stress 14 476 ksi 23.760 ksi Length/DL Deft 1,208.2 .1 Length/(DL+LL Deft) 479.0:1 Shear 17.505 k 92885 k fv , Shear Stress 2.714 ksi 14.400 ksi fv/Fv 0.188:1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center Center 6 Cants Cants Max. M + 140.95 k-ft 55.67 14095 k-ft Max.M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 16.56 k 6.56 16.56 k Shear @ Right 17.50k 6.98 17.50 k Center Defi. -0.726 in -0.288 -0.726 -0.726 0.000 0.000 in Left Cant Deft 0.000 in 0.000 0 000 0.000 0.000 0 000 in Right Cant Deft 0.000 in 0000 0.000 0.000 0.000 0.000 in Query Deft @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction Left 16.56 6.56 16.56 16.56 k Reaction Rt 17.50 6.98 17.50 17.50 k Fa calc'd per Eq. E2-1, K51./r < Cc I Beam Passes Table B5.1, Fb per Eq. Fl -I, Fb = 0.66 Fy S I Rev 560100 User KW.0604834, Ver 5 6 1, 25-Oct-2002 c)1983-2002 ENERCALC Engineenng Software Description F13-5 [Section Properties WI 6X67 Depth 16.330 in Width 10 235in Web Thick 0.395 in Flange Thickness 0.665 In Area 19.70 in2 Title: Dsgnr: Description: Scope: Steel Beam Design Weight 66.91 #Ift r- 1-0 954.00 in4 r-yy I-yy 119.00 in4 Rt S-ox 116.840 in3 S-yy 23.254 Ifl3 9/ Job# Date: 8:04PM, 7 JUN 04 Page 2 6.959 In 2.458 in 2750 in [I 0 Title: Job # be, Dsgnr: Date: 844PM, 7 JUN 04 Description: Scope: S User KW.0604834 Ver 5 6 1, 25-00-2002 (c)1983.2002 ENERCALC Engineering Software Description FB-6 Composite Steel Beam Page 1 Design Input Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Section Name W18X40 Fy 36.00 ksi Beam Span 22 000 ft f'c 3,000.00 psi Beam Spacing 12.000 It Concrete Density 145.00 pcf Slab Thickness 5 500 in Stud Diameter 0.750 in Deck Rib Height 3.000 in Stud Height 4.500 in Rib Spacing 12.000 in Beam Weight not added Rib Width 6.000 in Using Partial Composite Action Rib Orientation Perpendicular Elastic Modulus 29,000 00 ksi Beam Location Slab One Side Dead Loads (applied before 75% culing) Full Span Uniform Loads... Point Loads... #1 0.826 k/ft #1 6.560 k 5.000ft #2 k/ft #2 2.655 k 16.000ft Live Loads (apper after 75% g) Full Span Uniform Loads... . Point Loads... #1 0.400k/ft #1 10000k 5.000 ft #2 k/ft #2 4.500 k 16.000 ft OK Shored & Unshored Using WI 8X40, Span = 22.00ft, Slab Thickness = 5.500in, Deck Rib Ht= 3.00un, Rib Spac= 12 00in, Rib Width= 6.00in w/ Slab One Stress Checks for Shored & Unshored Cases... Bottom of Beam Actual = 19,210.7 psi Allowable = 23,999.8 psi OK Unshored DL Stress Actual = 13,107.9 psi Allowable = 23,999.8 psi OK Actual Shear Stress Actual = 5,007.3 psi Allowable = 14,400 0 psi OK Unshored Stress Check.... (Mdl/Ss + MII/Strans) Actual = 22,002 1 psi Allowable = 32,400.0 psi OK Mil I Strans(top) Actual = 484.7 psi Allowable = 1,350.0 psi OK Alternate Unshored Stress Check: (Mdl + Mu) I Ss 24,2839 27,360.0 psi Shored Concrete Stress Check .... (Mdl + Mil) /(Stransiop * n) 1,046.8 1,350.0 psi Shear Studs & Shear Transfer Actual # Studs - 0 per 1/2 beam span Stud Capacity 9.78 k Vh: min 26.30 k Total req'd 1/2 Span 3 studs Vh @ 100% 105.19k Vh: Used 29.33 k Zone 1 from 0.000 ft to 3.178 ft , Use 1 studs Zone 2 from 3.178 ft to 6.356 ft , Use 2 studs Zone 3 from 6.356 ft to 9.533 ft , Use 0 studs Zone 4 from 9533 ft to 13.689ft ,Use 1 studs Zone 5 from 13.689 It to 17.844ft , Use 1 studs Zone 6 from 17.844 ft to 22.000 ft , Use I studs Ll Title: Job # Dsgnr: Date: 844PM, 7 JUN 04 Description: Scope: User KW-0604834, Vet 5 6 1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineenng Software Description FB-6 Composite Steel Beam Page 2 Deflections 1 91 I Transformed 1505.07 1n4 I: Effective 1,083.55n4 Shored Linshored Before 75 % Curing 0.213 In (after shores removed) 0 378 in Construction Loads Only 0 000 in 0.000 in After 75% Curing 0 185 in 0 185 in Total Uncured Deflection 0 213 in : LI 1238.1 0.378 in . LI 699.3 Composite Deflection 0.398 In : LI 662.6 0.563 in : LI 469.2 LReactions Load H Combinations... 0 Left K 91) Richt Dead + Constuction 14.88k 12.51 k Composite 13.35k 9.95 k Max DL + LL 28 23 k 22.45 k Analysis Values Maximum Moments Effective Flange Width... Dead Load Alone 74.69 k-ft Fb : Allow 23.76 psi Based on Beam Span 2.750 ft Dead + Const 74.69 k-ft n : Strength 9.29 Based on Beam Spacing 6000 ft Live Load Only 64.07 k-ft n: Deflection 9.19 Dead + Live 138.38 k-ft Effective Width 2.750 ft Support Shears Shear © Left 28.23 k Shear © Right 22.45 k ISection Properties ...... Section Name W18X40 .... Depth 17.900 in lxx: Steel Section 612.0014 Width 6.015 in I transformed 1,499.58 in4 Flange Thick 0.525 in Strans : top 170.77 in3 Web Thick 0.315 in Strans: bot 102.58 in3 Area 11.800 in2 Strans: eff @ bot 86.44 1n3 Weight 40.081 #/ft n*Strans: Ef @ top 1,137.310 I-steel 612.00 1n4 X-X Axis from Bet 14.62 in S steelS top 68.38 in3 Vii @ 100% 105.19k S steel: bottom 68.38 in3 0 MALEK ENGINEERS, INC. SAN DIEGO, CA. SUBJECT: cf')P? f&? -3 6 -.lcq7 ec- Ckrd- Jbij /312 1( /4,8 (ur' JOB NO. SHEET NO. I OF 12-12 BY: is.'-, DATE: ova Si'Z10 (b jp CIM 1 4(L j 600-ro P,j3'7)i (CC) .It If3 1. 1JCa,cj Z 5 7'o tv' ( £t C4zJ- rh i / r 7S - /2: (55 ADO MC/Z. i P1 /j oi j.7' jji34 ('L -r4 ijr z G' 4L 3fl C,r CL&V,- Cjr 'C, '4AXL ?)ck— 7 r C C, 1T1 vt 2 j,.J: 75,1 2'( c,(,o) 11< & )d7 i.7< 070,z (t7g lit_p a 1 t I3I3l4 47'e. 1) ,lc ti(t5..3 /'---5c- /-ji IJ / f: 4' fo~o(' 9 11(4 Allowable = 23,999.8 psi NG Allowable = 23,999.8 psi OK Allowable = 14,400.0 psi OK Allowable = 32,400 0 psi NG Allowable = 1,350.0 psi OK 46,566.0 27,360.0 psi 963.7 1,350.0 psi Title: Job # I 1 7 Dsgnr: Date: 8.55PM, 7 JUN 04 Description: User KW-0604834. Ver 5 6 1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB-7 Composite Steel Beam Page 1 Design input are designed to AiSC 9th Edition ASD and 1997 UBC Reuirementsj Section Name W16X36 Fy 36.00 ksi - Beam Span 27 500 It f'c 3,00000 psi Beam Spacing 9.500 ft Concrete Density 145 00 pcI Slab Thickness 5.500 in Deck Rib Height 3000 in Rib Spacing 12.000 in Rib Width 6.000 in Rib Orientation Perpendicular Beam Location Slab Both Sides Dead Loads (applied before 75% curing) Stud Diameter 0 750 in Stud Height 4500 in Beam Weight not added Using Partial Composite Action Elastic Modulus 29,00000 ksi Full Span Uniform Loads... Point Loads... # 1 0.597 k/ft # 1 7.000 k 20.000ft Live Loads (applied atter 75% cuting) Full Span Uniform Loads... Point Loads... #1 0.950k/ft #1 10.500k 20.000 It Overstressed! Using: W1 6X36, Span = 27 SOft, Slab Thickness = 5.5001n, Deck Rib Ht= 3.00in, Rib Spac= 12.001n, Rib Width= 6 001n W/ Slab Both Stress Checks for Shored & Unshored Cases... Bottom of Beam Actual = 27,920.5 psi Unshored DL Stress Actual = 18,211.2 psi Actual Shear Stress Actual = 7,266.7 psi Unshored Stress Check.... (Mdl/Ss + MII/Strans) Actual = 35,212.7 psi Mill / Strans(top) Actual = 586.8 psi Alternate Unshored Stress Check: (Mdl + MIt) I Ss Shared Concrete Stress Check... .(Mdl + MIt) I (Strans:top * n) Shear Studs&Shear Transfer Actual # Studs 0 per 1/2 beam span Stud Capacity 6.91 k Vh: min 19080 k Total req'd 1/2 Span 28 studs Vh Q 100% 190.80k Vh: Used 190.80 K Zone 1 from 0.000 It to 5.622 ft , Use 10 studs Zone 2 from 5622 ft to 11.244 ft , Use 9 studs Zone 3 from 11.244 It to 16.867 ft Use 9 studs Zone 4 from 16.867 ft to 20.411 ft , Use 9 studs Zone 5 from 20.411 It to 23.956 ft , Use 9 studs Zone 6 from 23.956 It to 27.500ft , Use 10 studs 0 Title: Job # Dsgnr: Date: 8:5513M, 7 JUN 04 Description: Scope: User KW.0604834, Ver 5 6 1 25-Oct-2002 (c)1983-2002 ENERCALC Enaineenna Software Composite Steel Beam Page 2 Description FB-7 Deflections I Transformed 1527.80 1n4 -S.. I: Effective 1 ,527.8c1n4 Shored Unshored Before 75 % Curing 0.261 in (after shores temovecl) 0.890 in Construction Loads Only 0 000 in 0.000 in After 75% Curing 0.407 in 0.407 in Total Uncured Deflection 0.261 in L/ 1264.8 0.890 in : L / 370.9 Composite Deflection 0.668 in L/ 493.8 1.297 in : L / 254.4 Reactions Load Combinations. 0 Left 9D Right Dead + Constuction 10.12k 13.30k Composite 15.93k 20.70 k Max DL+LL 26.04k 34.00k Analysis Values Maximum Moments Effective Flange Width... Dead Load Alone 85.74 k-ft Fb : Allow 23.76 psi Based on Beam Span 6.875 ft Dead + Const 85.74 k-ft n Strength 9.29 Based on Beam Spacing 9.500 ft Live Load Only 133.49 k-ft n. Deflection 9.19 Dead + Live 219.23 k-ft Effective Width 6.875 ft Support Shears Shear @Left 26.04k Shear © Right 34.00 k section Properties Section Name W16X36 Depth 15.860 in lxx: Steel Section 448.00 in4 Width 6.985 in I transformed 1,523.96 in4 Flange Thick 0.430 in Strans : top 293.88 1n3 Web Thick 0.295 in Strans: bot 94.22 in3 Area 10.600 in2 Strans : eff @ bot 94.22 1n3 Weight 36.005 #/ft n*Strans El @ top 2,729.8 in3 I-steel 448.00 1n4 X-X Axis from Bot 16 17 in S steel top 56.49 1n3 Vh @ 100% 190.80k S steel: bottom 56.49 in3 0 Title: Dsgnr: Description: Scope: Composite Steel Beam Job # Date: 8:57PM, 7 JUN 04 1 57 . Rev 580100 User KW-0604834, Ver 5 6 1, 25-0ct-2002 (c)1983.2002 ENERCALC Engineering Software Description FB-7 Page 1 input Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requiremwe ts Section Name W16X57 Fy 36.00 ksi Beam Span 27.500 It f'c 3,000.00 psi Beam Spacing 9.500 ft Concrete Density 145.00 pcf Slab Thickness 5.500 in Stud Diameter 0.750 in Deck Rib Height 3.000 in Stud Height 4.500 in Rib Spacing 12 000 in Beam Weight not added Rib Width 6.000 in Using Partial Composite Action Rib Orientation Perpendicular Elastic Modulus 29,000 00 ksi Beam Location Slab Both Sides Dead Loads (applied before 75% cunng) Full Span Uniform Loads... Point Loads... #1 0.597 k/ft #1 7.000 k 20.000ft .(applied ILive Loads after 75% cuiring) Full Span Uniform Loads... Point Loads... #1 0.950 k/ft #1 10.500 k 20.000 It L Summary OK Shored & Unshored Using. WI 6X57, Span = 27.50ft, Slab Thickness = 5.500in, Deck Rib Ht= 3.00in, Rib Spac= I2.00in, Rib Width= 6.00un WI Slab Both is Stress Checks for Shored & Unshored Cases... @ Bottom of Beam Actual = 21,859.1 psi Allowable = 23,999.8 psi OK Unshored DL Stress Actual = 11,150.2 psi Allowable = 23,999.8 psi OK Actual Shear Stress Actual = 4,812.3 psi Allowable = 14,400.0 psi OK Unshored Stress Check.... (Mdl/Ss + Mll/Strans) Actual = 24,460.7 psi Allowable = 32,400.0 psi OK MIl / Strans(top) Actual = 506.1 psi Allowable = 1,350.0 psi OK Alternate Unshored Stress Check: (Mdl + MII) / Ss 28,511.0 27,360.0 psi Shored Concrete Stress Check .... (Mdl + MII) I (Strans:top * n) 831.1 1,350.0 psi Shear Studs & Shear Transfer Actual # Studs 0 per 1/2 beam span Stud Capacity 978 k Vh: min 65.74 k Total req'd 1/2 Span 7 studs Vh @ 100% 262.97k Vh: Used 68.43 k Zone 1 from 0.000 ft to 5.622 ft , Use 3 studs Zone 2 from 5.622 It to 11.244 ft , Use 2 studs Zone 3 from 11.244 It to 16.867 It , Use 2 studs Zone 4 from 16.867 ft to 20.411 ft , Use 2 studs Zone 5 from 20.411 ft to 23.956 It , Use 2 studs Zone 6 from 23.956 it to 27.500 ft , Use 3 studs 0 I"/ Title: Job # Dsgnr: Date: 8:57PM, 7 JUN 04 Description: Scope: ev U1UU i982OO2ENERCALCEnneenngSoftware Composite Steel Beam ...e J Description FB-7 Deflections I Transformed 2,262.59 1n4 I : Effective 1 ,525.49n4 Shored Unshored Before 75 % Curing 0.261 in (after shores removed) 0 526 in Construction Loads Only 0.000 in 0.000 in After 75% Curing 0.408 in 0.408 in Total Uncured Deflection 0 261 in : L / 1262.9 0.526 In : L / 627.5 Composite Deflection 0669 in L/ 493.1 0 934 in . LI 353.5 Reactions Load Combinations... 0- Left 0- Right Dead + Constuction 10.12k 13.30 k Composite 15.93k 20.70 k Max DL+ILL 26.04k 34.00k I Analysis Values Maximum Moments Effective Flange Width... Dead Load Alone 85.74 k-ft Fb : Allow 23.76 psi Based on Beam Span 6.875 ft Dead + Const 85.74 k-ft n: Strength 9.29 Based on Beam Spacing 9.500 ft Live Load Only 133.49 k-ft n: Deflection 9.19 Dead + Live 219.23 k-ft Effective Width 6.875 ft Support Shears Shear @ Left 26.04 k Shear @ Right 34.00 k Isection Properties. Section Name W16X57 Depth 16.430 in lxx: Steel Section 758.00 in4 Width 7.120 in I transformed 2,255.56 in4 Flange Thick 0.715 in Strans : top 340.77 1n3 Web Thick 0.430 in Strans: bot 14732 in3 Area 16.600 in2 Strans : eff @ bot 120.35 in3 Weight 57.065 #/ft n*Straris: Ef @top 2,034.5 in3 I-steel 758.00 in4 X-X Axis from Bat 15.31 in S steel top 92.27 in3 'lb @ 100% 262 97 k S steel: bottom 92.27 in3 0 MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. j OF /76 BY: 'j, 1-n DATE: q C7 LIBJECT: S)_ftOOJ, 1A() .IIVC / toéi// fiZ rOO OU 7' 'vCJ /,i2. i7MAQL / - 3 ' /1 JI /l DJ1I9/1)#Vt) ___ 2 9 yfl I9 ' - /0 0 ULLoI.J1. /2 JOB NO. SHEET NO. OF '8 BY: /9.4 I DATE: MALEK ENGINEERS, INC. SAN DIEGO, CA. SUBJECT: y jeJ Ut IL (Z. ?.1 N (I 7 £Oj4 Jc. 2 1s J7?—e 446fj L4#-fl't, (o-f- z. Na 61 F! t2 (C - NIALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 31 So, qe2 it BY: DATE: 119/74 SUBJECT: ) C.iU / C , .rpt. iJii Mx •'' I xø14l-P_ ç 12- (Jfl 3 o .7 o.44I.Cx7 ti :. 76f i La7 & 8!Ct e3.0 h/ L4 3.t, . a 00/3 (Z7.4? e ,a4i 0-c- 3 V) 1S17.L .coc' z/k g't, 5 . x,z4Y8J - a 9 IZa< &8 314 I2eL33 -ph' t)tc -Q —Kd 'Me.., oac.::idir. -- - - 1 MALEK ENGINEERS, INC.JOB NO. SHEET NO. I OF SAN DIEGO, CA. I o .•4 ' 2C BY A: o SUBJECT: ) &.iJ'r tçpf- Ct-iu h. 22(cc S ,. j94 IZ9' - 3 I- Oil WO C)( (8,Cft— f. //3.. . c . s7wfl \ / CB043572 2051 PALOMAR AIRPORT RD CBAD \ CREATE COMMON LOBBY NEW 318 SF ELEVATOR & UNISEX BATHROOM TI INDUST Lot# HOWARD ANDERSON 7 Tc~ e, ~ ,, W& / L L9 1/ q2OY (c/ ,4,t ACL1 C I /P(i iI5 _c 11-10, JZT(4) zc ((((gb) MCP ( - fem frf a II Z/tos _______________ BUILDING Q-O' PLANNING fU -S -O'f ENGNEEPING I 'RE APPR/FORM HEALTH DEPT HAZMAT I AIR QUAL OTHER SEWER DISTR TO FROM SCHOOL FORM CFD FORM P E & M WORKSHEET BLDG FEES COMPLETE PLAN CORN ENG CORR ESGIL CORR FIRE CORR \ 1L City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-23-2005 Plan Check Revision Permit No:P0R05058 Building Inspection Request Line (760) 602-2725 Job Address: 2051 PALOMAR AIRPORT RD CBAD Permit Type P119 Status: ISSUED Parcel No 21.0503900 Lot #: 0 Applied: 03/28/2005 Valuation $0.00 Construction Type: NEW Entered By: MDP Reference if: C804-3572 Plan Approved: 05/23/2005 Issued: 05/23/2005 Project Title: SPEC WORK Inspect Area: EXTERIOR RAMP, DELTA 2 Applicant: Owner: BERWALL JAMIE GOLD POINTE B LLC 2065 KITTREDGE ST #A BERKELEY CA 94704 858 755-5009 Plan Check Revision Fee $240.00 Addlional Fees $0.00 Total Fees. $24000 Total Payments To Date $0.00 Balance Due: $240.00 8910 05/23/05 0002 01 cop FINAL APPROVAL Inspector: Date: Clearance: NOTICE Pie, se .ke CE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively reerreJ to as cr sex-:. s 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 po!e,: procod s set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for prccessing in cordac th Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set as' 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, zor'ng, grading or other similar application processing or service fees in connection with this protect. NOR DOES IT APPLY to any "' '-ich v" "e previously been aiven a NOTICE similar to this, eras to which the statute of limitations has oreviouslv otherwise expired. 240 00 Business Name (at this FOR OFFICE USE ONLY PLAN CHECK NO.J i EST. VAL. Plan Ck. Deposit Validated By. Date address) Unit No. Phase No. Total # of units Proposed Use # of Bedrooms # of Bathrooms Cr' .7si1 £S.755.1 State/Zip Telephone # Fax # PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1TL Lot No. Subdivision Name/Number Aaa.Qssors i'arcai , Description of Work 51. FT. #of Stol .v. ço 4C'rPERSp4lf'dtffePOI,tftom applicant). -, Name - Address City 'APPL(CAPI'r 0 Contrator 0 Agent for Contractor 0 Owner 0-Agent for Owner 1. Legal Description Name Address City State/Zip Telephone # - :- -. - . - . -, •.-'----- - Name Address City - State/Zip Telephone # '-- - . - -- ---: .-.'• :-ij' '. (Sec. 7031.5 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior t o I t s Issuance, also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contract o r ' s L i c e n s e L a w [Chapter 9. commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alle g e d exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1*50011. Name Address City State/Zip Telephone S State License S Uáense Class City Business License S Designer Name Address City State/Zip Telephone State License S rWRIERs rCOMPENSATIOlt7. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perf o r m a n c e of the work for which this permit is issued. 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 i s Issued. My worker's compensation Insurance carrier and policy number are: Insurance Company Policy No. Expiration Data___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 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 m a n n e r s o a s to become subject to the Workers' Compensation Laws of California. WARNING: FaIlure to secure workers' compensation coverage I. unlawful, and shall subject an employer to criminal penalties and civil fines up t o o n e h u n d r e d thousand dollars (1100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fee s . SIGNATURE DATE 17 '"0WNERBUICDththECLARA7lON I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offer e d f o r s a l e (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, a n d w h o d o e s such work himself or through his own employees, provided that such improvements are not intended or offered for sale, if, however, the building or improvem e n t i s 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). I, as owner of the property, em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: T h e Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) license d pursuant to the Contractor's License Law). 0 I am exempt under Section ______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for Construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors li c e n s e n u m b e r ) : I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phon e number I contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE OMPETHlSEITIONFOR NON-RESIDENTIALBUILDING PERMITS ONLY . Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and preve n t i o n program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ UCAERT1FLATI0N-. : -- -- - - - - - I certify that I have reed the application and State that the above information is correct and that the information on the plans is accurate. I agree to comply w i t h a l l City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit!j of Carlsbad to enter upon the ab o v e m e n t i o n e d property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIL I T I E S , JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS P E R M I T . OSHA: An OSHA permit is required for excavations over 50 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the buil d i n g o r w o r k authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit Is suspended or abando n e d at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partners/iip with government for Bui(Iing Safety DATE: 5/5/05 l APPLICANT JURISDICTION: City of Carlsbad El PLAN REVIEWER El FILE PLAN CHECK NO.: PCR05-58 (L 357 ) SET: III PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Gold Pointe B - TI F-1 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 in the remarks below are resolved and checked by building department staff. E 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. LI 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. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Applicant to slip sheet enclosed revised sheets to City and Field sets. AA-"*" By: Doug Moody Enclosures: Esgil Corporation El GA [] MB [1 EJ El PC 5/19/05 trnsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In cPartnersliip with government for Bui(iing Safety DATE: May 2, 2005 0 APPLICANT JURISDICTION: City of Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: PCR05-58 (o4.35-2..) SET: ii 0 FILE PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Gold Pointe B - TI 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: Howard Anderson Associates I Jaime Bernal 2194 Carmel Valley Rd, Del Mar, CA 92014 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: Jaime Bernal Telephone #: 858-755-5009 Date contacted:*51,5(05 (by: E1) Fax #: 858-755-1236 Mail..— Telephone Fax'— In Person LII REMARKS: By: Doug Moody Enclosures: Esgil Corporation El GA El MB [1 EJ El PC April 25, 2005 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad PCRO5-58 May 2, 2005 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 2612sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 26 DATE PLANS RECEIVED BY ESGIL CORPORATION: April 25, 2005 PLAN REVIEWER: Doug Moody PLAN CHECK NO.: PCR05-58 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/15/04 DATE INITIAL PLAN REVIEW COMPLETED: May 2, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad PCR05-58 May 2, 2005 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. The following corrections have not been satisfactorily resolved. Note bold type beneath each-remaining correction for details of remaining unresolved issues: 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Mechanical and structural sheets are not signed. 9. Please provide construction details for the new shafts shown on T14.2. Shafts are required to be one-hour rated fire-resistive shafts. Your detail has omitted the drywall from the interior of the shaft. Both sides of the shaft framing must be enclosed in drywall in order to achieve the one-hour rating. 11. If a room with an exhaust fan has a door opening into a rated corridor (restrooms 131 and 132), show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1004.3.4.3.2.1. Sheet M-1 shows the exhaust ductwork from the restrooms only. The provision of makeup air as requested is not addressed. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. City of Carlsbad PCR05-58 May 2, 2005 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. -.3 EsGil Corporation In cPartnersllip wit/i government for Buiuiing Safety DATE: 4/7/05 JURISDICTION: City of Carlsbad 09. PLAN CHECK NO.: PC05-58 PROJECT ADDRESS: 2051 Palomar Airport Rd PROJECT NAME: Gold Pointe B - TI SET:I AP-.F PLAN-REVIEWER FILE El 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. El 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 checklist has been sent to: Howard Anderson Associates I JtBernal 2194 Carmel Valley Rd, Del Mar, CA 92014 - 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: >Jnes Bernal Telephone #: 858-755-5009/0,2 Date contacted: 'a5 (by:1? ) Fax #: 858-755-1236 Mail .4clephone Fax In Person LII REMARKS: By: Doug Moody Enclosures: Esgil Corporation LI GA LI MB LI EJ LI PC 3/29/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad PC05-58 4/7/05 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: PCO5-58 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/15/04 DATE INITIAL PLAN REVIEW COMPLETED: 417/05 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 2612sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 26 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/29/05 PLAN REVIEWER: Doug Moody This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad PC05-58 4/7/05 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Please provide the listing information for the Herculite door system showing it rated for a 1 hour corridor. Please provide the listing and installation information for the glazed wall system on the second floor part of the rated lobby. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Please provide construction details. Section 1003.3.3.9. Please show the doors to the restrooms 131 and 132 to comply. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1004.3.4.3.2.1. Please provide the listing and installation information for the new glassrail or provide calculations to show it to provide the required strength. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4. a) Glass railings, regardless of height, above a walking surface (including structural baluster panels and nonstructural in-fill panels). City of Carlsbad PC05-58 4/7/05 Please revise the door schedule to be consistent with the new floor plans (size, type and listing). Please provide construction details for the new shafts shown on T14.2. Please revise sheet IDI .1 to be consistent with the floor plans and show the new doors to swing in the direction of egress. If a room with an exhaust fan has a door opening into a rated corridor (restrooms 131 and 132), show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1004.3.4.3.2.1. Please provide complete plans and calculations for the new balcony. Show the new openings, floor adequate for the new loads, guardrail etc. Provide complete energy designs for the proposed changes in the envelope for the balcony. Provide the completed ENV-forms showing energy compliance. The completed and signed ENV-1 forms must be imprinted on the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes E3 No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad PCO5-58 4/7/05 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: PC05-58 PREPARED BY: Doug Moody DATE: 4/7/05 BUILDING ADDRESS: 2051 Palomar Airport Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lcb lay Ordinance 1994 USC Building Permit Fee 1994 USC Plan Check Fee Type of Review: fl Complete Review fl Structural Only LI Repetitive Fee LI Other Repeats Hourly ______ 21 Hours * Esgfl Plan Review Fee * Based on hourly rate $240.00I I $1 92.00I Comments: Sheet I of 1 macva!ue.doc PLANNING/ENGINEERING APPROVALS J:1i JIIj _________ ______ - ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$1OOOO.00) 7 TENMANT PROVEMEN. PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE_______________ ENGINEER.DPTE___________ / Carlsbad Fire Department 05058 1635 Faraday Ave. r;ra Pro un+irin Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 03/31/2005 Name: Howard Anderson U •U U U (760) 602-4660 Building Plan Reviewed by: Address: 2194 Carmel Valley Rd City, State: Del Mar CA 92014 Plan Checker: Job #: 05058 Job Name: Gold Pointe Bldg #: PCR05058 Job Address 2051 Palomar Airport Rd. Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. LI Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. El Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd _________ Other Agency ID FD Job # 05058 FD File #