Loading...
HomeMy WebLinkAbout1 LEGOLAND DR; TI; CB981647; Permit·1¢.@(·: __ ! -., ' l 09/23/98 11:11, Page 1. of 1· B U_,I L D I N G Job Address:· 1 LEGO DR Suite:·. Permit No: CB981647 , .· _Project No: A98'02195' Development No : . Permit Type:. -COMMERCIAL .BUILDING Parcel No: 211-100-09-00 to,t#: Valuation: 5,94D Occupancy Groµ.p_: Ref·erence.#: Description: CASTLE HILL GEM WASH STRUCT. : CALCS. & PLANS ORIG. P.C, 98-3356 760 . Coi:;lstructi on Type: V!,\J. Status: I.SSUED ' Applied: 05/.29/9·8, Apr/Issue: 09/23/98- • Entered By: MPP 804-;8355*.149 CLEARANCE:. _______ _.,_ crtv OF CARLSBAD 2075 La~ Ralmas i:>r., Caj"Jsbad, CA 92009 (619).438-1,161 FOR OFFICE USE ONLY PERMIT Al;> PLICATION PLAN CHECK NO. q8--l b '-f7 CITY OF CARLSBAD BUILDING DEPARiMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. _________ _ Plan Ck. Deposit___, __ ...;._ ____ _ Validated By __________ _ ()ate _____________ _ A ress (include Bldg/Suite #I Business-Name (at this address) Legal Description Lot No.-Subdivision.Name/Number Unit No.' Phase No. Total # of units Assessor's Parcel # · Existing Use Proposed Use # of Bedrooms # of Bathrooms Name Addr.ess City S.tate/Zip Telephone# ~~t'd.~tMCl:O,ft~1C,o,M,,~NY,mltlt\n.,J;t~:<£~~/4~~~\-it:t;~~~~:gl~~~~~~!,k~t~~~m1~~~i~1ifJ,~1ki:~~~~~~ (Sec. 7031.5 Business and Professions Cod.a: 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-.permlt 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 applic_ant to a civil penalty of not more than five hundred dollars I$ 5001). Name Address City State/Zip Telephone# State License # -------'----License Ciass _________ _ City Business License # _______ _ Designer Name State License # Address City State/Zip Telephone ;;:;::;;;:;:;;;;;::::;;::;;::;;:;;:::;:;;:::::.;;;:=;::;;:.,,.~ ~~Wfi>Jt.l<!;l\~.P.Qh'IPAl.$'Al'J9.f'~~ru'fr~~~t.<!~~£~~1;;,¼},~;i..l;~~r10i:~~1~1b,7;~-f;f"~5,~tii~+;il/'~~;r,~~~~~]t~.,7~~~)li.~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following d_eclarations: D I have and will maintain a certificate of consent to-self-insure· for workers' compensation as provided by Section 3700 of the Labor Code, for the-performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company ' Policy No. ·· Expiration Date . ' --------1 TH IS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS-FOR ·ONE HUNDRED DOLlARS [$1001-0R LESS) D CERTIFICATE OF EXEMPTION: I certify that in the-performance of the work for which this permit is, issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to ·criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to-the cost of co~pensation,,damages as-provided for In-Section 3706 of the labor code, interest and attorn!!y's fees. SIGNATURE. _____________ __,,......,.....,----,-------,----,----'-DATE_-'----....------ ~~t5ib)Nf{~fijiiijj~ijj!_fl{l)~Q_~MitQf!ll~'f-J::'.~~~~~~/~}~rf.~~(j~~t~~1}f~~;:}J~~it;:~;~~~~J~[~,:~~~'1zf{J~f'5if~?i~~~~if~t(k~f~i~JJ1[j~?~t!;:J\Z~~~}f~f1,:Jf~~{t:j I hereby affirm that I am exempt from the-Contr11ctor' s -License Law for the following reason: ' 0 I, as owner of the property or my employees with wages as their sofe 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 Ll!W does n_ot 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 intend.ad or_ offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-buildl!r will have the burden of proving that he did not·build or improve for the purpose of sale). J!!f. I, as owner of the property·, am exclusively contracting with lic_ensed contractors to, construct the project (Sec: 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or -improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). · D I am exempt under Section ______ Business and Professioi]s Code for this reason: 1. I personally plan to provide the major lal:>or and materials .for construction-of the proposed property improvement. CJ YES ~O 2. I (have / have not} si_gned an application tor a building-permit for th11,-proposed work. 3. I ha e contracted ith the following:person (firm) to provide the proposed construc:tion (inclucfe name / adqress / phone number / contractors license number): 0 4. I plan to provide portions of the work, but I have hired the following person. to·coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________ -,-----'--------,-..---'-"---,-..-'--------'------------ 5. I will provide some of the wgrk, but I have contrac ed (hired) the follovying persons to provide the work indicated (include name / address / phone number / type of work}: · PROPERTY OWNER SIGNATURE _L::;:e;t.kJ.~~~~,.,.._.\.,..ll!!&,6!!,,,,,,ll~Q:~~----DATE __ -t---===-<t--_....-Ea.;1- 1[0Mete:t.£\'l:!ilSJ$~Qltl.Q,f~~!)&l/i$JMifri4{!,;®f, '.!iq~P¥tf@[.Wq~t;i?ri'~~).~,'¥J~~lli'.f2.~~i~~ji~~~~~{l~:,,;;1;,.~r;f~~~:Z~1~~~k~~ Is the applicant or future building occupant required to submit a busjness· plan, acut11ly hazardous ma.terials registration form or risk management and prevention program under Sections 25505, 25533.or 25534·pf the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building.occup_annequirei:J to obtain ·a permiHrom·the air pollution pontrol district or air-quality management district? D YES D NO Is the facility to be constructed Within 1,000 feet of the outer boundl!ry of a sc.hool site? [l YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED-UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION-CONTROL DISTRICT. f~~Q~:tl\®IIQffiC_ENi?Jt&i(i~'m~~~~1W~!l~~t~~~4,:Y(~~isf1fi~~10?;7i$~~~~~2'~:'i':~~-i~~;,;;l;~,.fr;''.;,;;ii~:~.--:. ·. 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). I certify that I have read the application and state that the .above information is correct and that the infor!llation 011 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 Ci!t of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AN_D KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHI.CH MAY-IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE 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 Buil · icial under the provisions of this Code shall expire by limitation and become null and void if the building or work 11uthorized by such permit is not c a within 365 days from the-date of such permit or if the building or work althorized ~l&Jlermit is suspended or abancioned at any time after the wo mmenced fo -· f 1_ ays (Section 1 . Uniform Building Code~ 2,.::, {"-t ~ APPLICANT'S SIGNATURE • . . -, . & '2.91 '79 07/30/1998 16:50 6192920771 SAN DIEGO LEIGHTON ANO ASS:OCIA TIS· INC. To: Legoland Estates AG l Lego· Drive July 30, t 998 Carlsbad, Californ.ia 92008 Attention: Mr. Gina Yu PAGE 01 :Project No, 4960151-009 · Subject: Plan Review, Castle·Hill Gem Wash, LEGOLAND, Carlsbad, California References: Leighton and Associates, 199~, Suppleme~tal Geotechnical. Investigation, Lego Family Park, Carlsbad Ranch, Carl$bacl; California, Project No. 4960151-00l, dated Jufy23; 1996 Martin an~ Martin., 19.98., Castle Hill: ·Gem Wash Plans and Details, dated May 5, 1998, D~g. C-346-43-'S230 and C.:.346-43-S231 . . In accordance w.ith your request, we are .herein providing our -comments regarding .the review of the· structural plans (referem:ecl ~hove) for .the Castle Hill Gem Wash, Legoland, Carlsbad, California. Based on O\lI' review,. it is. our opinion that the structural plans reviewed are in general conformance with the tecommendatjons provided in our geotechnical report.dated· July 23, 1996 (referenced abov~}with the following comment: • a representative of Leighton and Associates should qbserve .the footing excavation prior to the placement of concrete into the excavations .. If you have any questions, please do not besitate to contact this office. We appreciate the opportunity to be of service .. Respectfully submitted, Distribution: (2) Aqdressee ~ c:md/LcgolandCastl~HillOcmWash 3934 MURPHY CANYON ROAD. SUITE B205, SAN DIEGO CA 92.1 i3 ~ ' . ' '' (619) 292-8030 • (800) 447-2626 FAX (619) 292-077 l ~---. PL Y~OD--'--___,;:~ SHEATHING PER 5TRUC,T. Dr41G'5 CEILING, ROOF 4 AALL FRAMING PER STRUC, T. o~·s R-11 BATT'---------- IN5ULATION@ ~LLS SCHED. INTERIOR~---, FINISH ~---'------ROOFING FELT 2x TONGUE 4 GROOVE AT EXPOSED EAVES ----2xl2 RED~OOD OYER 1/2" EXTERIOR GRADE PLY~OD SHIM ...,,...~---1/211 GYP. SHEATHING OR PLY~OD ROOF DETAIL ~-SECTION @ ,.....,.Partr: HOK DeleaNo. luhdn No, · .,_ Compoiienc: IDs ~ Moil i----------,,--------------------.....--.--------C346 43 • •• 'LEGOLAND GARL.SBAD C 566 . . SIMULATED SLATE OVER ROOFING FELT 2x TONGU!; t GROOVE AT EXPOSED EAVES 1-1/2" DIA. VeNT HOLES--...,......._,~..,..,, THROU6H FRAMING 4 REDYiOOD TRIM V1/ BIRDSCREEN @ 21:.011 O.C.. TYP. _ 2xl0 REDYiOOD OVER 1/211 EXTERIOR GRADE PL Yr-lOOD SHIM ROOF 4 r-lALL FRAMING--L-+--1H==~=====~~ PER 5 TR.UC, T. Dr-lG '5 . 1/811 EXTERIOR CEMENT----------·: 1 PLASTER OVER MTL. · . i I -LA tH , BLD1G PAPeR , .• I 1/211 GYP. 5HEATHIN 1 OR PL Yr-lOOD . : i .I ·ROOF _DETAIL.·-SECTION @ RA ICAl.la l"ll'f-0" LEGO..IJD GARL~BAP 2 LAYERS 3/411 PLYViOOD $HEATHING "1 •• ' •:.- PL Y~OD 4 2x_---. ROOF FRAMING FER 5TRUC, r. D~'5 --. . r· MEMBRANE ROOFING 1/V GRAVEL ------------------------------ C.ONTINUQU5 FINISH------ f=LOC.KING BET~EEN TOP C.HORDS OF TRUSS TYP. RED~OD TRUSS PER+----'-----a..,..__, STRUC. T. D~'S 2x TONGUE AND---+----------- GROOVE C.EILING ROOF _DETAIL i ., LEGOLAND GARL~BAD C 571 50-YEARLIMITED TRANSFERABLE -. PRODUCTWARRANTY . •Authentic Slate Texture & Dimensions •Four Thru-Oolors: Ligryt G-r~¥, Flint Gray, Ol!ve Green, Terra Brown • Available m Two Decorative Style Blends: Renaissance Blend _ · . Consists of: 50% Flint Gray, 30% Olive Green, 20% Terra Brown GrayStone Blend ·_ . Consists of: 80% Flint Gra:r, 20% Light-Gr:ay · • Non-combustible-Ach1eve·a Class "A" Fire Rating . •Walkable · .. · • Withstands Hurricane Force· Winds • Lightweight . · ... . · • Easy to Cut & Install · · Co lo r: o llaht G~ #210, a Aini Gray l23(Ja) Olive Green #270, o Terra BrownJ250 Recognized Roof1:0't'eriOIJ,in ~ES Repoit Nd. NER-41!'." . . . ·~~ James 'Hardie 'tflil,. Bulldl!19 Products 1-'800-9-HARDIE . Es-GU Co.rporation 'l.n Partnusliip witli {jovemtnl!nt for tJJulfaing Sajetg DATE: September 18, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1647 PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Gem Wash SET: III __ _g_Aee.u,g __ ANT ~ D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building Qodes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete .recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for rec_heck. D The applicant's copy of the check list·is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been .completed. [8'.I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dawn Landon Telephone #: (760) 804-8355 Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ D PC log trnsmtl.dot 9320 Chesapeake Drive, ~uite 208 ·+ San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 .. EsGi.r Co·rporation 1.n. P?r,rtne.r.f/i.ip Witli. {jov~mment for $uifainp Safetg DATE: September ~' 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1647 PROJECT ADDRESS: 1 Lego· Dr. PROJECT NAME: Gem Wash .SET: II D APPLICANT .~ • ~IEWER D FILE . ' D The plans transmitted herewith .have been corrected where: necessary and substantially comply with the jurisdiction's building codes. · D The plans transmitteq .herewith, will $U~stanfially comply with the jurisdiction's building codes when minor deficiencie$. idE;mtified below are resoived ano checked· by building department ~aff · D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for ·a complete recheck. ~ The check list transmitted :herewith is for your information. The plans are be.ing held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisoictiorr to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: faxed to Gina Yu · (760) 804-7960 ~ Esgil Corporation staff did not -advise the applicant that the:plan check has been completed. D Esgil-Corporation staff did advise the applicant that. the, plan check has been completed. Person contacted: Telephone#·: Date contacted: 9/9/Jf, (by;;t?( ) Fax.#: 7&lO -'B'Pti-)9bo Mail 1t( Telephone D R~MARKS; F ~x V ·In Person By: Kurt Culver ,. Enclosures: Esgil Corporation 0 GA O CM [] EJ O PC . 8/31'./98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 · + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-'16~7 Il September 8, 1998 · REC.HECK PLAN CORRECTION LIST JURISDICTION: C~rlsbad PROJECT ADDRESS: 1 Lego Dr. DATE PLAN RECEIVED BY ESGIL COR'PORATIQN: 8(31/98 REVIEWED BY: Kur.t Culver FOREWORD f P.LEASE READ):. PtAN CHECK Nd.: 98-i647 . SET:· It DATE RECHECK COMPLETED: September 8, 1998 This plan review is limited to the technic~I requirements contained in the Uniform· Building Code, Uniform Plumbing Code, Uniform Mechanical c·ode, National Electrical' Code and state laws regulating energy conservation, noise attenuation and disabled access. · This plan review is based on regulations enforcetj by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department; Engineering Department or other departments. · · · The following items listed need clarification, modificatior:i or' change. All· items must be satis.fied before the plans will. be in conformance wi.th the cited cooes and regl:llations. Per Sec. 106A.3, 1994 Uniform Building Code; the ·approval· of the plans does not permit the violation of any state, county or city l_aw. · · A. Please make all correc,ions on the original tracings and submit two new sets -of prints to: ESGIL CORPORATION. . . 8. To facilitate rechecking~ plec;1s~ identify, n~xt tQ each· item,. the sheet of the .plans upon which each correction on thi$ sheet has been made and return this sheet-wi_th the revised plans. C. The following items· have not been resolved from the previous plan reviews. The -original correction number has been given for yo~r refere.nce. Please contact me if you have a_ny questions' regardin9 these ltems. · · . . D. Please ·indicate here if any chaAges have been made to the plans that are not a result of corrections from this list, If there are other changes, please .briefiy describe them and where they are located on the plans. Have. changes been made 'hot resulting from this list? -' . . . ' !:JYes !:JNo Carlsbad· 98-16'4 7 · II September 8, i 998 5. Please sub,miUhe revised calculations~ . If you have any que~tions, please·.ccmtact Kurt Culver of E~gil Corporation at (619) 560-1468. Thank you .. .. t. - EsGH Corporation 'l.n. Partnersliip witli (jovemmetz.t for 'lJuiUin.g Safety DATE: June 12, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1647 PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Gem Wash SEl:I D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's b·uilding codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has ·been sent to: faxed to Gina Yu (760) 804-7960 ~ Esgil Corporation staff did hot advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant _that the plan ch~ck has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA 0 CM 0.EJ 0 PC 6/2/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-1647 June 12, 1998 · PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK.NO.: 98-1647 OCCUPANCY: A3 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS:· DATE PLANS RECE;IVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: June 12, 199a FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Play Area ACTUAL AREA: 180 STORIES:· HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CO~PORAtlON: 6/2/98 PLAN REVIEWE:R: Kurt Culver This plan review is Umited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, :National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may· have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be ih conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the .plans does not permit the violation of any state, county or city law. - To spe·ed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet -number,, .specification section, etc. Be sure to enclose the marked up list when you submit the revised ·plans. · LIST NO. 22, GENERAL COMMERCiAL WITHOUT ENERGY OR POLICY SUPPLEMENTS· (1994 UBC) comforw.dot Carlsbad 98-1647 June 12, 1998 • GENERAL 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. 2. Please provide a .complete construction cost estimate. • PLANS 3. Only structural plans were provided. Please provide complete architectural plans, showing disabled access provisions, roof, elevation, etc. • FOUNDATION 4. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and.specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plan~. (When required by the ~oil report). • FRAMING 5. The calculations assumed a thatched roof. Hasn't this concept changed? Investigate dead loads. 6. 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. Carlsbad 98-1647 June 12, 1998 • ADDITIONAL 7. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le,., plan sheet, note or detail number, calculation page, etc. 8. 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 rest,1lting from this correction list? Please indicate: D Yes D No 9. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review itemsi .please contact Kurt Culver at Esgil Corporation. ihank you. Carlsbad 98-1647 June 12, 1998 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL OESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: ----- I, as the owner, or agent of the owner (contractors may not employ the· special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the spec;:ial inspector(s) as required by Uniform Building Code (USC) Section 1701 .1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed ____ ......... ____________________ _ I, as the engineer/architect Of record, certify that I have prepared the following special inspection program as required by USC Section 106.3.5 for the construction project located at the site listed above. · Signed 1. List of work requiring special inspectiom D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified D Field Welding Englneer's/Nchitect's Seal & Slgnaturo Hero D High Strength Bolting D Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other ____ _ 2. Name(s) of individua!(s) or·firm(s) responsible for the special inspections listed above: A. 8. C. - 3. Duties of the ·special inspectors for the work listed above: A. 8. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 98-1647 June 12, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr. PLAN CHECK NO.: 98-1647 DATE: June 12, 1998 BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: V-N - BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MUL T.IPLIER ($) Deck 180 33 5940 Air Conditioning· Fire Sprink1$rs. -- TOTAL VALUE· 5940 D 199 UBC Building Per~it Fee ~ Bldg. Permit Fee by ordinance: $ 78.58 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ Type of Review: ~ Complete Revi~w D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 40.86 Comments: · Sheet 1 of 1 macvatue.doc 5196 PLANNINC/ENCINEERING APPROVALS PERMIT NUMBER CB q ?3' ~ /(:l/7 · .. DATE 9-/7-98 . ADDRESS . ,..1_ . l-£5:;o. IJ£1rJ£ RESIDENTIAL . TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR ( <$10,000.00) ENGINEER --------,------------'----- oocs/Mlstorms/Ptanntng Enotneenng Approvals . PLAZA CAMINO REAL CARLSBAD· COMPANY STORES . VILLAGE FAIRE COMPLETE OFFICE BUILDINC DATE _____ ~2_-"-/-"-7_-_9'-=-3'_ DATE ------- To Building Department City of Carlsbad · Mike Peterson From Dawn Rollins Landon, P.E. Copy to C346, cc: CR, HOK; SS, BBC; ecc: DC, JP, IS, SPH, M Re: Submittal of Plan Check correctio . Gem Wash Building Dear Mike: .Memo/Report ()ate 8/28/98 Page 1 Extension· Initials. 157 DRL Attached are items required to satisfy the defieiencies identified py EsGiJforthe referencedpl;,m check. The documents and drawings included are: · · · • EsGil comments • Soils Engineer Letter • Special Inspection Notes • Special Inspection Program Item 2 nete: The cost estimate is as follows:. Concrett;i 5,000 Carpentry· ·1'7,500 Thermal/Moisture · 6,000 · Finishes 1 o,_qOO Mech/Elect 21,000 TOTAL 60,000 Item 5 note: The th~tched roof has been changed tb a non-combustible fiberl::>oard that looks, like slate. This fiberboard does not exceed originally assumec;l load~ so there has been no impact to the ~tructural. The manufacturer's product info is attached. Sheet No. • C346-43-C566, 8.5x11 • C346-43-C570, 8;5x11 • C346-43-C571, 8.5x11 • C346-43-A251 • C346-43-A352 • C346-43-A435 Comment Roof Detail -Sectiqn @Eave Roof Detail -Section @ Rake Roof Detail -Section @ Ceiling Gem Wash Floor, Roof & .Ceiling Plans . Gem Wash.Elevation & Building Sections Gem Wash Wall $e.ctions Please let_ me know if. you have any questions. Best Regards, 13133-B LEGOLAND·Califomiq Inc; . 1 LEGO Drive Carlsbad, CA 9.2008 USA Tel: (760) 804-8355,. Fax: (760) 804-7959 I lz I- I~ ~ I I I I I I I I I I I I I I I I z I- ~ MARTIN & MARTIN, INC. Structural & Civil Engineers ~ 7801 Mission Center Ct. #400 San Diego, CA 921"08 Phone (619) 497-2118 Fax (619) 497-0429 STRUCTURAL CAlCULATION·S FOR LegoJa,nd -Carl-shad (M&M PROJECT NO. 960240.00) Castle Hill Cluster {FGMP Pac·k.age) Volume 5 Section 0 Gem Wash Architect of Record: Hellmuth Obata & Kassabaum For Bulletin No. 367 .May 5, 1998 I I I I I I I I I I I I I I I I I I I SUBJECT Roof Framing Laterai Analysis Column Design Base Plate Design Footing Design SECTION 0 GEM WASH INDEX SHEET NO. 01 -04 05 -011 012 013 -014 015 -018 I I I I I I I I I I I I I I I I I I MARTIN· & .MARTIN;· JNC .. · Structural' ~ Civil E11gineers -· . 7801. Mission Center Court. Suite 400 . -SAN DIEGO, CA 92108 · . . . Phone (619) 497.2118 -- Fax (619) 497-0429 __ . --. ---.... -. ·- -~ . '. ::-...... . . .... .. . . .. . JOB-...,.---,-----_,L __ =·~~-=-· .;:;;...;;.J.;;.,_.·:~~---------------,- SHE.ET NO.------_.-_D_l _____ OF---'------- .· ~ALC~LATE~BY --_~u~-DATE __ ~___./ .... ·--__ <2_B.;;;:-;;___ _CHECKED BY. _ . ~CA~E ,CA::~ tl-E" . tf-i LL----DATE ·S-t---y,.{-... -1.,<J-,k-s-.. -i;-. .. s s , a 1 2 3- ·; . . . -"' : . . --·_:: -i ---._. .. :; --·: ... :c_4\~~·:_--:·._Ji_j~J2:~:-~:--i~~---~~jil:~.:::::~:-T ... ; _··: ··: ···:.~ .. : ·.:.:.· ·_ · a:. ••-••-oH .. oOO•mNH••••••••• ·-·-••H-io•••:•"•"'•• .. ••-·---H<o•-,•""''" ) • • ••--,n, ":"~·-••• ,,,,.,, •-• ·---·-••---••••• 0 •-• • -s. I." -. • ~ . . . . 1::> ' ....... ~ .. .. ~ .. ' .... ., -.~. . ~ ···----~ ····:---~---.. , .... ,. .· .. " ... -~. :..: ..:: ~: -=--• - . ...... -. !'. --. -.:, .. 1 ~--A- .. . . . . . . . . . . . . . \. .. yL~ u}O\()~·{__l(i" , . . __.,) '?-o07~1'0-& -~x :P~tJS.. ~~v1.,l{0\.i-:-· · f'J~vs C-·. --. J . : . . -~-. ~--. .: .... " . --• ...:. . ,u. -·· ... ···-- ........ ~ ....... ~. ·---· ' . .,__ ... 3_ro-~r '-~ -~~-~r.:~----- s .. o ~P 2.f ; rsr- I I I I· I I I I I I I I I I I I I I I . .-.~·-:---rt·,-----.. ~---:~_-·~,7"-~_:.?-··· ~ --~-~~~:·?\::."~~--.. --1:-< -.. ·. --... .-,-· . .,_ .-.. ·-..... '-.,, ·. . .'~ t: .- MART1N .. &_MAR11·N, 1N·c~·:~·: ~-_ . · Str~ctural· & Civii. · 1;nginee·rs :-·.. . . . -7801 Mission Genter CQurt ··. Suit.e 400 ... -SAN DIEGO, CA 92108° . · · Phone (619} 497:2ii8 · .Fax (619) .497-0429 ·. -· .. ---:·--'. . . -. ---. -·----·--------. --------··i _ ... ·_ .. · ... · __ · __ :;: __ t:: ..... • ,,_ .... . . . ...... ,..,_,_. . __ ,, ___ . ·---.. --. .. .. ,. -. . ' . •, .. ·: . _j ·•' . -, _: :. \./2_'-L " . ---=~ '· .,-_ LG;7;r-O_ I • A. .A ·,:,:....._ . . ~OB-------,........-......,,_-1v ___ ...,~=--------------- ·SHEET NO. ______ 0_._2..:_· ______ . OF---..--------- CALCU~TED ~y .-t::s M. L DATE _At __ !_. I_.· ___ _ CHECKED BY · DATE ------- SCALE ~ n.-6' ~LL -6-t::~ we.s. ~ ___ ,_,._,..., __ • ..... • .. • -h ... j ...... _,. ____ -····.····· ....... _, ________ ~--,,:,, ... -..... ----········-.. ·-··-······; _____ ........ . ; ; ·w•·---· •• ·r-·-----· •m• ._ .... --... ; ,,, -: . : .. .:. ; .. ' . ) .. · . .._, .. -··· ., .. -. .:.:t,N~~-V~t?~.-~ . Or~ ~S:P -~----·:· · ... : ··~ ...... : .. -~-'·· .. : ~\~~-~~@ ;i~'ti'bi~·--·-.. -: .... : ........ :·~:·.-~~~: .. : ..... ·:--.... i. ~, · p~r=-: - • r: • ~.Or ~s.'F 1 '·F· =:·=· =-=lll·=u:i==·=··=· ·=· =··=-=-.-,,==-= .. =~ .... ='.:=~· ·=----=-=·=·~=II--=-=·· = .. ·=--=···=19'i~==·--.=~~=-~=-.. ===·=· =· =·:=-·=.·=··=· -=·=·~====--=-·=-,=· =··=:·=-=.-=,..-=,_="l:~---·~.; •wai,~ w -..a IIWl#fll/'ll"tl.,._11 u;.z; · "f m,a ;.;aw.u=..:a...__. .. _ - . ,. JOB--:· a..-· -"..:L£.:a.=:::::"b--oa.=.~· Z..-::::;;-.';;;:::~...i.· ~..1· :::::·:___ . ...;..;,......-----'--_.:..: ___ ::.,_ ___ I I I I I I I I I I i- i I I I MARTIN &· MAfffiN, INC: :-... · Structural & Civil Engineers · · ·. 7801 Mission Center Court . Suite 400·. SAN DIEGO, CA 92108 Phone (619) 497.,2118. ___ . __ · _Fax (61~)_ 497.-()429_ , _ ... . SHE;ETNO,_ ........ .,..,_-!c:0::;..:3=:'::..-.-·· ___ OF-------,..,..--- CALCULA'TED BY..,.. -'-._:::S_.::.,_M_C::_;;..;,_.;._' -~-~ATE. 4_ / qcg_ . . . '2,' 5 .-7,-~~' 2·_-;,---, _s ·r,....c_·· ,--.,·,_, -5 ~ 7{' 2 ,_·, ·;; ,i ·1 s", 2'i"', 5 -. 7. ,·'i a<.-.'.' 2, < 5. :,· 5' 2 s : _ FoQ:f'J~~-__ : -_--_LT ... _._ .•. ····-_ L • <> ; . . .·-·· _· ·_ ; .. ·, ' ._,. ,_., ,. ' .. •""; ;. .. ,:. '·" .. :.. -' '",' ... "·-. ; ' "' .. : ' .... -.. : .......... ,..... . " .. ,.. .. . ~ .... · ... ~_ 1---.~ ·.:~--,···: .. ' .. : _;,-. .. --; ... ..,. ...... . . . . . . ~ ---i ·: . -i : _ ti i i: J<-~-·'1:~:--_-.~-· .. ----->~ -: ~---vj~:,_~'O~~~~ci~-~ -m-~-L~, . : --.·--·, ·- ~ .,\,,, L-LL .[},_;L . -· · ·: · · · · · · · . t · · ; _ -. -. · --'\)_ \c.c ~ ( I \{ ~) {z,,t::, ".' ~ S-_ }>,1.,-cf' _ 1\ _ t I\°:, < , . . ___ . _ _ __ -- l\'l-,-1 . . . ,. ~-·· .. 12 l~L-~~D~-;~ z~~d;{'ic~~-12-::_· e~~ 5 :2. (. ~ :;c /'D l.:. -t=i._~ 9'7~ 7t's;,J --_·Fi z:... c'.)_ . ' V 6,)0 l='-:9.J::'_. v~{f 4'f-8 ~t:'.,/J~. r"'tJ) -cf'v· 0 r,::·' ...-,. \.~~ :m:::n:--v; ;.,. .. ,., ~ ~:.,:~~.::._.:_,,..,.. '-----1 1,-~---~---. . ~ ---~-•' .. -,-· ....... -,:_.:__, ·-: •• •• -> • .' : ,~ .. , JOB i . l_*=:;~ ~--S-_: ... .:• 1:·- 1 I. I I· I I I I I I I I 1-: I I I MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission C!:!nter Court·-Suite 400 -. SAN DIEGO; CA 92108· .. · Phone (619) 497~2:l.18 · Fax (619) 49_7-04i9. SHEETNO. • O'f. _: CALCULATED BY ~MC-- OF---,-~--__ _ ... DATE __ -.t/;..:;... 71,----~;;_'@)~,__ CHECKED BY -------------"-----'--DATE .S~;LE ars~---·#1(.,L-. ··;_·· 6:eM---'-l-~--.* 1 2 i ~ s E: 1 s 1 2-·s··~ 'S • e-7 ff -r·-·i··.3 .;· 1r··i 1· e ,~ , :: ., ~ & 7 's , .2 s-4 s ff" 1 ( i ·2 ·3 " S ,5 1 e ·1 i ~ 4 £ e :: s 1 .; 3 i 12-~~1: _~~~]_ __L~T---~~~ .---~I: __ ~_: :L .: t ; : ._._--_ • --! ---·• ~ -: r •·· ·_ - ' . .. ~ . . . .... . . . .. .... , :·-······' .......... ~ . ,,,. ........ : ...... ~-' ... . . -j -·-. t • :-., -•• -• • ~ ..: • --i . --~ ·--·-. ---•. -;--·- ; ~ J__ L---~~ · .. ·· • . -~~~-.n~:~J'-.Vf0'?>t~ · b~~LfO_ ' ,H ,-~: . _ ::c _ c~ ~ :c , ~ -_ .... ... . . 1<. . . · -W~~-(,~~~12-;sL-.t:i~:)\~---. :.~.0-~L~.-·_ ; . ·-..... ··-·:· .. ---··· . - "• .:. --~::_· ~~--_-·,--:. _f2~ 1'>L·_~-g~t>~;~~G 3 ~t,0L1i. ir-J /2-:( ·3s~4 L\.1--sl -'.--·---7}--~:·----'--• ----_1::L·~c;=·-~·= .. ~i::--~L-:~G·?~'1)Cbh_by)/2:.2., 5Vb1 -~ •• --•• • ::--"i : • - 1 . • . ... • ._. • • -• .. . § 0 'o ~ ; Ato ~ '32'":1'B ~?° e.. y ~ -o,._ \ ....... : . -. ~y z.. 2,g.o~ <o l -~-------------~~~=1=~·=~=:==u~~!~;~~~~,~==x~~l)~1~1 V';:,,, \$ .,....{ CV · i-~1./...,-,W I ::,f· . . .. . . . . . ~~~:~~bl.:~-~/~. • • ••• ...:: ' + • •• ·,"" ••• ' ;::····~·==·=· ~--.-~··==·· ·~--~·===~=··.-:;:··-·=··-~: ~-·":=-==::::::::_~~-~=_=:=_7 .. =~~_=::_.==D====== ------.. -... -. ' . __ -MARTIN. & MARl'IN, INC. . . . Joe____:__.£::~.=.:.=:. ·:::..o=.s--==z· J.l'._ . .=.\.~-----:---~ . Structural & · Civil Engin~er~ ---_ SHEET NO. -;-' .-------.:-;s-.-.• -,.._"-C:-:.-. .,.....,----: OF -------4----, l+-(',--,,Q_~--7801 M·1ssioh Center Court Suite 400. I'-'\--i.. ~ -·· CALCULATED BY__:::::::.:...~=----DATE-----'. _ · SAN DIEGO., CA 92108 . · ·· I . Phone (619) 497.-2118. · - Fax (619) 497-0429 · l ~ CHECKED BY---------------;-::-:-::-:--DATE---~-. · n _,__ · ~ tffLL. ~ ~-t'-1. ~ --: . SCALE \......-?\ --;:-t _ . I • ' " ' " '. ; : '.' '. ' " ' ' i " ; ' ~ ; ' " ' ' • ' ' ' ' ~ : : '._ ,_-; : •• ": : ., ; ' ' ' ' ' " ; : ' ' ' ~ __ blrik~ .tf)~~ t_;_t~~ :I::_/_---~ :-~-~•-•·q-; ____ ··=-::~-~i:_;:_~-~-i_--- • • >: .' :--: -__ .·_·.;,.A"!,.• ••-•. • • •----~· ;••; :-• <> .,,, _, •• :. ;-rn--· I I I I , I . I I I I I I I I I . . ~-.· . . . ·:' ... -' j • , 1· ., • ~ •. "" :_. -=· _ .. --· -·-• • --. ---. ;. . -. . -.. ~ ~-. : ~ . -: ---:· :·4-. . . . i . . .. .... ....... --·----···--·------··-· ·-·---- -1,...-.s-~-l~.:.-: . . ~ -" ' . ~-; . ·-(J? --.. ,-__ -... --. : ----["··-· 1 ~·._ .. . -. . .. -... . .. -~ . ' D .. /I q' . ' . ' . · · --Ce_.;.,_ I b-~ -(...i·t~·l ·-t::,c~ c._~ ·: . . --• -: , _-__ ::-~: _-.... :--• _/ , . I ' 4-:-..tr~, :. .. --:--~ -. : -.--_··. .. . . . --t~.: i'i-C,: t~;,::'r,<-1-;:, · ·P-= 'ctobx{.~.S-612-~) ti. o~ 1?\C--'~~~ -~-A;' . _ ~,q--~ C1_ .. 2.S X,s:-' ~ ~ Ht..,,,, 'Lf'"is -P.. -· w ~ ---f-R1 1 ~'i cr1..-?..:t ) ~-L/ t-6 3. s., r.. . . · -BB ~.P-. . - \j '2. -(.@ 6) ( l -i·, 3 b t>; r"-) 2--l s;:-~z.,... . ~-::'.S"~-G;D . ~'74- lp?0·? =(?-3_5:)(s') ~ tiJ!rv_ ~ ( °t I /7--) [llr Wj ,a_ \ l ~ <; l~ s-!<1.tt::.:_ lb 1 c;.F,'- { _____ . - i _J I:·~· -"'-~· ---~-.::.,_-7 ___ -· -~----·- ~· . . MARTIN & MARTIN,. INC. . Structural & Civil Engineers 7801 Mission Center Court · Suite400 · · SAN DIEGO; CA 9210~ .. Phone (619) 497-2118 · . fax (619) 497-Q429. ..'.. ~ . _ JOB __ ..,..l ,tt;:;;"-""~--=· _:.,.:·::;;__;;;:L--M:b=· .a..= .. ...;..:--=:.:;,_, ---------""_ SHEET NO.-------------OF,-. __ 1 ____ _ < CAl,CULATED BY__.;_.:,· -·...;..· ~=-M-C:-a-· ...;..·. ·=·;:__ __ DATE __ '-t_,.·~~1-_S_---,- CHECKED BY -------------_DATE _____ _ . SCALE. Ct:sIH-€. #tlL --o-t=-k_ ~4 1· I I I -:-1--~h-1~~~·:··~~~-i~i~-~'~--::;.--; l .--·. ·. i-~-.--::~ .. -; t:~---·· : .. :.. . ·.:... ..... .. .. •; . ..... ··-·····-: .. ·_' . -. ~-----.··· ' :; · ............... , ..... : . ....... ~. . ••.. :·4 .: ,;:·!-~ -....... -----~-·-·--Se_s),tlC:~.-... ~--~-~··'.-_:.-.: ...... : , ··. ·_-.; · ... ··: ; .. _·. ·. I .. ·.-.. ·---·-·-·--·-··--·· -··--··:-·.. ·----:·.-·.-.:.-. ~- I 1· I I I I I I I I I I I . . '.. -· •' .. • .... ' . . ..... --------·:--~·tvt:s,iy~--·. ~-•;_ . ·. ·:--· ......... , .......................... .. ' ~-·-------- c:; ___ ,,_,._,.••••• .. -w_,.,,~,,!_.,, --- I--_-: -~~-:03-~)1 ~~'~l~'i:r~~P-,5 .. ; ·lf2--:;-~?J+ _;.___. -~-t;~Lj~~0/:,7z..r~(J:~f + i).~j ~ 36~0~ QD~l ~ ~, S, y-Jtv.,'.-1 (-SS-~L4"-)ylfri'Jl 'Z.-j. ~ 2-BOl ~ 8z:s:?o~ vz_·-. ,2--lC.-·.:w·· -?w-•- ~ · C~i'-f)(_t·,o>C.2-n)· bi-~~-: : ts:i ~-4- = , .. :. : · __ 0__ .. ---'-··· _·_ ,... -,- .::S-LD t, \J ~ c:s. \ r.- 1:. r==== ... ==='=• =,••=:. =· '="·=c =···,=· .~r=: ·=,·=·, =···=·~=-~::1:iai::~-::-:::::~·=-=· =--=~=!t.11-=-=--=·=-ldi=·-:::~:::ZI~:::~~=~=-=·•=• =-=========·=-olll=-==-= I I I I I I I I I I : I - I .- 1 I - I I I I . . MARTIN&. MARTIN, INC. . . Structura·I & Civi_l .Enginee·rs . 7801 Mission Center Court S'uite 400. · · : · SAN DIEGO, CA .92.108 · · • Phone (6-19) 497,2118 · _. _Fax (619) 497-0429 .. .. . JOB . . (. Bn2 ~ SHEET NO. V (o CALCULATED BY . :::i;fA_~ OF j DATE LtL ~~ CHECKED BY_..:...-______ DATE-----,-- .. SC~LE ~-r-i_.,f; mu_:.. _. ~-y,.,/-Ct_j~_. , . · ~ ' ~ . . ~ .. -~ ~ . } _. : . . ' i - . . . ~ . . ~.r.~,,~AJ;/ .rc·:,·~-~L". : :. : . L ' _-. -__ : ~ L ~: ~---=-. : ..... -'-. -----... ---- •• ._I 1'1-- ;:. >- ( .. ; .. : , 1--{" ·1 r'.A~/ /I·i-_."~/i-) · ..... -, v'L--. l:v . ...A-1 . -t-(:?'1~ -.1,-/1) tn. i,r/z_~ ~ v':::, {z~ s ~!1'::> lit. i-,/t.-J 2. ~u·o:c_ [ rz._,'-1. 0. L , • 1·~···=·===··=·=···=·=·=·=·=···=·=··=··-·=·=·:=<=:·=·=·=·=·=~=====·='"="·=···=·==-=-~=~=~=-~=·:=.==-=~ .. =--=-=-=·=---=··=·=···=~== I I_ I. I - I I I I I I I 1· I 1· I -- 1 I I MA~TIN: _& MARTIN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 400· -SAN DIEGO, CA 9210$ _ - - Phone (619) 497-.2118 _ Fax (619)-497-0429 -. -, . . . _. . , ; JOB _ _.;;;;.~..;:;;..,----_;;;.._:;LA.t:?=· .i.:,:___,,;._· -·--~------ €)r,· _ . SHl;ET NO. ____ .;,_.. _______ O~ -------..---- . CALCULATED BY .. ~MC:::. DATE __ Lt-;!.,....i..__G..__--'-v CHECKED BY--------DATE _· SC~LE "Ctk-TL-<2--dftl,L _._Ge_;;fyq ____ -_/ ____ -~---_ --~ . ~ -' -' • '2 2 .:. 5 (; -5 :. '2. -~ < .t 'S € '7 s ... i . ~ ~ -~ . a 7 . ~s c· '2' .3 .. 5, 5 7 _s' ·1 . ·z s -.: " 5 s 7 . e -i 2 ~ .,: . 5. -6 7 s -1 ·2 -s ;: s, e 7. .a , 2 z .. ~ ·i· · .. ; .. ~ .. ~--···: ----. -·· --·-"-¥··-____ , __ ;,_, ·-. :: . - -~-. -----:- 'J)ivt'P~ __ :: f :----·_. , L_:. __ ._r _·. -_--/· ·-_: --!----_' _______ , N-s 1::>ta~ i ---.------. --·---. _ -----... =-~-: : -_ -------i-: .. -------· -'. ---------. ,-------- @_ :_:_ ·,,,,_ d r,.:,. -~-: _:--~-----_·_ -_ ~.--. :_ ... _ :,--. .:_ .... ,_:. · __ --. . . . ; ·. ,_ 1-v~ \ .l;)Y ----, ----.. ·····a·-; . . -.. ····-· ---·---- . . .. : . --~f.·: .. · .. :.~----· .. , .. :._~ __ ------~-----~--~---)--:~~ ~Jq~--~\. l :--~-..t. lp __ ~*-/i. . . ---· --~---J.ti;,_ v;~ -®-~~A-) c1. 1r11:-~ ~ Ff1o'cJf +'k-----' > -_----:~-~;:::;i~-~-:~Jbo~ ft,. 2-F-e, §#f µ .. --- 1\. 1 1 -r >\" -(1 --. t0 .,,_ l \o '{*/, wl<Bor --vJ-t-tL-s I ~ \~. . (o '\ 0 ~ C.' \=r 10 l 'vl\ 0 .c_. '{>1.., 'iw O"v~ ; _0.1~1.-e .. ~1?) tu cJlQw ~ L ~ e~t r -.-' •' ·. • la..$ --. . MARTIN & MARTIN:, INC ... :, • ·JOB-.:-··....::L=' '=.:....~--=-.;;·=-==-~~-~-...:,._· ______ :.:__-'- Str~c~ural & Civil Enginee·rs · . o'B 7801 M1ss1on Center Court' Suite 400 SHEET No;---,--------. oF ---,--,---- I . SAN DIEGO, CA 92108 · . -.. CAl:.CULATEOBY·:::-::s;;:M-C: DATE_ . ..,..'{~l--~.:.......:<o~_ · Phone (619) 497-.2118 -Fax (619) 4~7-0429 CHECKED sv . DATE SCALE ~~ pf/Cc _:.._G::£?:1--::-.. -:.-. -u.J.-~-pf-,\ . I I .. ,·2,, s,,,, 2 ·,·, os·.1 a;;,-, •_·s·":; .-\.·, 0:, ;·6 ~ •, 2 0 -,-5 , 7 ·;, ,·;, ·,_,·s_'s 1 -0 -1 . _ .. 2:3~5£7t·2::- . c~ _0)~;: ___ :/:~_i __ ~_:_j. ~~:~-~[. ______ ;_ •. ••--•----:-~------I .~ .----··----·-·--·-.. : ~CT)---.a::...-f_--_--· ----~ ~ ·....;,.__...:T"_<f:-T ··--_-- I Qt,Oj_. 1: ~ ......... ~. ·· ........ : ... r-==:=::;:L==::.=::;:::_4=. zs::::·==1-,.= ... :=--· -.......... · ----· ... I --. ? :: . ·:::::~· ~ j-~ ---' . -. I -£1 (A a" 'Ci-~---~~~i~~s:-'-w_~....:...c..---r~ ' '--]2_;::: .. Lt t I I I I I I 1· I I -. _. :. -. . ~· ~ : .. -· . -·_; . . " .. ···. . } . w~ ~ 1>s~.)(9)Ct)~ '::f-i ... .o-=4 M_t)~ ::. CL~ \c_ ,-j( '\ 1 ) z /2.-3,0 ~ + ' (\A..~ ~ {::r-2-0.!J.) L )_ ) ,:;:. l '-t y_ o ~ , r,J,l \ U9s-Sv,J TY/>£ .{~ UJ/ g 4-tr 1~ rrt> e -!:::..---r'r~ --91'-"i::;:;. I :·--· ---. -. : '. . ... ---~-4 . , .. -·-· _;:. __ ,,._ ...... ,,. ;-; . ' MARTIN &. MARTIN, INC. Structural & Civil Engineers •· 7$01 Mission Center Court Suite 400 · SAN DIEGO, CA 92108 · JOB~_L__;cG=?:s-D;__;::;_; .. ::.......:....~:.:....-:...!..!.,=...!!:::. =· ~--------......:::::.---- SHEET NO. --:-____::D::::;,· _°t:.a_,.:-"'----'---OF------ CALCULATED BY ---::!:s'M c:..· DATE _...,;l.£~/_<z-_~_. -- I I Phone (619) 497-2118 · _fax (619) .. 497-0429 CHECKED-BY --:----------------DATE . . SCALE. c·.if-? y-i;~ -th LL ~ ,~-.-"-~ -----__ ..;.._c?Ll---~-. --4~--; I : -~;:~ ·-'}: +;Ji-\. ''.ji~--·: ·_: 'F: '\ ·_·. ·_'' .. '::. _.' ·_· _:''' ': 'I I_ -.. ; -.-... : .. -i .. ,. ·-·. -----... -·.-· ·-·--.. -·_-.-·-··· -·-----· ........ _ ............ _ ..... ------. ···--···-.... . ....... ..,-... -; ,•n ,; _• ~ -' • • _ .... . ~--·_ i ~--.. - , -: . •• ,;. • • '< .... A-· f •• :. ~ • .. ' .. -.: -I· \ . r. :=:=-: _·::_L_:_.--_----~·· _· __ .. _·_-"-__ -~ l~~2_~ : . ' -, ; . I ~ ..... .. • n • .,, """""'-·-••" •:• i: "". I : . ~ .. , : ........ ~ . : ·~-----~---...... ~ ............ ----,--,,. ---, .. _.:__.. -----a. I 't:· .-~-.~~:';--. . w·i' . ~ -. ' . :·· . . .... , . . ---- , . .' ~ . -·-·-· . --: ' :. ---- ........ ·. --~ r-------,---------;:;:z£i;t$_-\ i \l3 I I I I ~----'--___ .....JY l .. .H~ = G b e>Z-J c q l ) . <-t s-.1_2i '2) Mil-~ --·'.(:Lb·~~j C 1·'-92-') .;_· 1- . --' ---~ ;_ -. . -"T-c... . .::__"! ·-.I$;:_\ ~'B "+-I -1-9--Di}{i . q,. z_,-y-·t ~ ' (\f ~.·_ (~ 02.-/9.~y-1 ~ /8 L~-' Us~., c;;:w ~"?-£ g) A:.:rst.s ~1$::.1 e)_T':- NV l\?µTL t!i-~>~ IA) ~ (2_--o. T's:=-';)L0L') Cl t. '1-t) 2- Ner ~: Q ~6--r*-)L 1 t) 2-tl.--'5os i' ~ f~r~ ~ (2:-orz-"f ~ ( \\ • 1-.r / 2-) ~ II , "' ~D v?v!?--: ...... - I--~~~~~~--- I I • ~ ! ' ! I I I I I I I I I I I I I I I .. , : ,,_ MARTIN & DUNN; INC.· . JOB (_~~~ · Structural & Civil Engineers 7801 Mission Center Court Suite 400 . Oi_D_ -SHEET NO.-----------'---,.-----OF _____ _ • CAL~ULATED B~-: ~ c:._ DATE s-2 93 SAN DIEGO, CA 92108 · · PhQne (619) 497-2118 Fax (619) .497-0429 . CHECKED BY ________ DATE ____ _ SCAlE: ~rz-e-·m!-L-6-i=--r-1 ~* • • -'. • ---~ •• ,_ ~ .-•' ···:. r· ' • ., • '" ,... • • • • ,. •• • - .I-le~~· 'c§'.?~--p~~·. ~1¥-U~~---~:-.: .... .,_.· ___ · .. : ..... : ....... ·:~ ... · ·- ' .,._ .. , . .. ' ....... ---. " . PuE~: ___ :TQ ___ ·: .. ::i~K:·.----~---!>/~-·:· o~ -©~-,,0 -.t-OP-{JDN O:P-s-r--'?--0~ .. ; ,L/)< _l O. tf-t::.~~S -~ 1 L-L . 7721->4J~f::c'7< . ... : .. -.· . ., ................. ,, ..... ' ... J ... --·-. . . . .......... -, ... --....... . -.. ~~ l.--0~$ ~M /2.00!:r-~'r"J'4V~l:: Te:::> ~fc~ w~/ P,02..r.::s. ~, ·Ht.~<-w,~~ -~'~Ti t:oA{)_s:. t tv B~,rv6-. . .... . - H ~ @~~I I ) ( ::;. 7-'S; :/· /g . ~ ; gti-/1 -~ ,_ ~. (i) I~ . ===· =========-. ~1--. JL I .----...:,._, -!~ ~ S 3. VS:-l,;; "{ c:::;;_J e / 9. B 7 z~ ""3. ~ . . .. ,L. . .z '52. 3, 9,, \ ~ -;... /I S"r-2. if-IX 12-~ Ci.) C ! '8, Q)"t2) - -f?b, -= 9-r-c--~-~i _ C ::: J. 3 "X'.f O c.. ? s J ;Br r I I I I I I I I I I I I I I I I I I MARTIN & MARTIN, INC. Structural. & Civil. Engineers 7801 Mission Center Court Suite 40ff SAN DIE:GO, CA 92108 Phone (619) 497-2118 Fax (619) 497-Q429 . _ . . <PT' : ~OB -· {,.,£7:rO~ ' '. SHEET_NO. ·___;._...;.(J)_· _\;...;.\ ______ OF --_,....-----,,,..--- CALCULATED BY. ---::S:-,11"c:::· DATE __ s;;:~z~· __ q~cgc----- CHECKED BY : DATE --------'- SCALE -~ ~G"' · th LC:· -Ctf!f?'-1 ½:11ss ir •• i • i =·---· ... ,_ :· --·,·-]·-= '--:_·-·: -. ---. -., . ·-·· 'I/< I'?. -~'1< .. ( 0,Nh,v(/4) +<--... ~· .. : L --~ --_ -f -• -.•.. · --... · .• ---...... . .. ·.: . u.L .. · -··.-· 1-~-,:·.---~--··---·------··-:a-·--·---.l ··- ~---.. -. : .. 'i ' -.. a~-/ T-sp\-"i.:9_ ~ ,\"'"""/;i:~·;;::··~-z~~·-·:··r···"'"""'" ""! ................... . ... .. I :->l ..)/; __ . . 'V. ~\~ ~\Q.\~i-<e ~ hc.DSh6Q ~~ ~-~-=f-0-J!_-(3/J;~ ~-4~ 7.. ~ :,:_ ... c~o_o-¥-(21/t/'j 2. =fvn:d.- c;::: r>--9-~ OJ~@-~ I I I I + ... ~,,,..,,,.,,..-¾,UC$.#.i :aa:c MARTIN _& MARTIN, INC. Structural & Civil Engineers 7801 Mission_ Center Cc;>tirt _ Suite 400 SAN DIEGO, CA 92108 -· Phone· (619) 497-2118 Fax (619) 497-0429 . JOB--'--~("""t:;:"""?60.....:. ::::--=·:a..-:-=~::..·· ::,i.· .:......;:::=!,.._ _____ __:__ ot_2_ • SHEET NO. --'------'---------OF ----'--~---:=--- CALCULATED av·_-...:::£;=· .a:..-,~--==:::::.:=·::...· ---'-DATE -'i (i § , ;: s .:: s 6 7 ~ 1 2 3 ~ 5-~ 7 .z , :2 a-4 5. ~ :; ~ ,-2 ·:: .: ~ a ; ~ . ':a :; . ~-·s €-.' ~-1: -:. . i ··; . ~ s c-.; s , 2 :: 4 s e 7 e ' 2 3 • •• • -••• -• :·· -•-. • >. •• -;· • ,-; • '. . : ·: ..... -. : -- C£:j)._v4}0 :: .. :-~--S (b-N, . : I - I:-+- ~ ... ' .. · : -. ; . . _.,._ ~ . . ........... -.. ': .. .. A -_;_!1/ '2.: . -_·.,, -... ·-·--:-.... -: . ·----~-,-·• -·-·--· ... ··~·-··;-. '5ts-'a-.---·· ...... \{ 1 · .>e ·. ~)~ '*• ( L~ :":c (,_ s~~ -... . . ·: -.-. : . .. . . ('T"D : · ,t-iLo~--~ic.. -t/J\.-t;"'i>-1-b-::, I : . ~ .. . .. \ °' . ... , . ~Ut..\J.M .. -'i":>·-· · :::2 -;:,. · ···· · ·,f.,tv f-T"i ? i.:.'1 \ . -. ; -· . r--V,.) ..:::,. J - ; ~'i~---~I~ ~.z. '): - - - -: I I V /C!?~ -~--i~u~/2-~ ~ii;+ I -/J ;a Q:_1 ~-~ ':)[tt () ~:· -2 § 0 lc_' I I l~'"' 'f-,~n_~-~""1>L-v'DO-~ .Nr;j,I -122. ,__:_ e) k_ . I I I I - I I I I I C •, -.-,• •, •A• • -..... , MARTIN & MARTIN, INC. Structural' & CivJI Engineers 7801 Mission Center· Court Suite 400 Cb~~: JOB~_--,-______ ....__ __________ _ SHEET NO. ___ -....;;o;;..._--'l'--.3._· .;;...· __ .__ OF--"-+---- -SAN DIEGO, CA 92108 . • I Phone (619) 497-2118 - Fax (619) 497-0429 CHECKED BY ~ -. . : -_o~rE . . . . . -I SCALE Ctfsrz.£ t-hLL .~ w~ CALC.ULATED BY -~--=..;.._.....:c:=. :;_· -:..· ___ DATE -~,__/-"~....;;:8;;.._ __ ~ I ~ 1 , e , s • , , 1 2 3, • .. -. •. ~ ~, : -· _: , > , 5 s , • 1 2 , , : ... , ~ , ; • : • 2 , :: .. i ,s.. c .. ' .... ~ .. ,-:... ~ ... 3. , ~ ·. ~ ~ ~. , . 2 ." , s a , e : 2 z I : __ . co~·v,~N.-__ ::: :~J-~ ··:_-:·r~--~~n-:2:)J ___ :, ... :-.. .. :.::.· ..... ~: ... : .. -... :.--. .i:. .. :.~ .. ~----·------: .... :.:: ...... i... .. :-.. :~ I I I I~ I I I I-~ I 1· I I I I ;:.._ : : .. :-~ '.. . : -.. : . . --· _., __ -----'::'"' ··-------··-. -:.-~ : : iS+=se: .. -=S ~~~--. -. . .. -· -----· --· . . ....... C.c 1-l: __ 2/~o ... =.' ______ : __________ ...... : __ : ................ ~-... :.-.. "/5\1-)(J'l-11/:{ 71 . g ~ fe 7,f; e_\ l\ll' y" ~ .;?-k I . . ··:_, __ • __ ·-: J_~_ -~_: ~ _ -· : -· { S..~ e? M lb --lt$G--tt7'-, , -·-· -------·-· --·-·---~; .. ··zi·:_~~~~s ·_ ~ fu ~ J oL ~ · ,.. -: (p . CJ& I '-'· """' '"77:s,. , .. .. .; .... -~;.. ~ ----------------.• -" ---'-~. --:: -... ½> • 1-,, ~=··==============,::======== ,-.--l. ,,..;:, -... ~ .. ~~ ll nvc:,,t'I: I I I I - I I I" I~ I I 1- 1 I 1- 1 I I: MARTIN & MARTIN, INC. Structural & Civil Ehgil'!e~rs 7801 Mission Center Court· Suite 400 · · SAN DIEGO, CA 92108 ·: Phone (619) 497~2118 Fax (619) 497-0429 -. ' .. ---, . . ·, JOB-,--__..L,=E"Z-.....::;':::r-:-0--'' -=· ~L--AA.h..:.-..u---'--'----------- D 1v SHEET NO. ____ ..;......,_] ________ OF--~--- si7 ~ . , ' CALCULATE~ BY --:::s,u__c _ ·, ·. DATE CHECKED BY . __ DATE--------, SCALE .cittsTL6·-~t-L_ -~ ~ .coL0~,--l-'·.~1tr-N--c~~1'-~--:· · ·i ... · ~ :_ ': .. -.. :_ .; .. : .. -_ -. ·:-.. : · _ -_" ·. · ... _--p~ii-,~,~~-k·-,-~:,:,-·:· .::_, __ : ... ·::·: .. ,, .. :,,_ ~ .. :, ... ::-~~-----·_:.,,,~:._~~::.~:~·-:··>.-j_.:,1·~-·:··----:-:,: :· -----; .. , .. ·-· '""''"" ' ,1,-G"-----;r,.-~· c· "i3'.s:· ·:, i--,---. -, . -,,, Ta~~vj: C~\''1~ :r:p· 4"'e:;)~ .: . G ~~~ L "L-) ( ?--°t ·s-~) ~ 7-,s:;lc_ >· > l--1-/ .2-1< , --£v--t1 ::c-o--.. ,, C-?. c·:5 -2.. \c-l J Lt '2_ )r 2-. 2. 'S ~ l l 3,s:- l:2-8'--rfc.j [LOO() ) r 71:><.. I /~ 1, r-,.._/ " ... / I r-, , . .__ __ , _____________________ 0-:..J-:....:..1=·~-==-\..=-.:=--==--=--==.,_--=.:._=·-·=·~-,~=· -===-'-=i_~=-·~-:::-·::::::,~-;;:~·-:--=:'""_.:,,.==-_·-:-::-.2:~--------" I I I I I - I I I I~ I I I I I 1· I I I I .. ·', . -~._,-:·~-.-...~ .~~ ·-· ·-·-•. MARTIN &. MARTIN, INC. . Structural & Civil Engineers · 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . . Phone (619) 497-2118 Fax (619) 49_7-0429 JOB -....al·lEb-0:::=;.:;:::·:.::· ·::....:::.-=~....:.-.L-..2. :::::::.. __ __:__ ___ __:~ SHEETNO. o· / 5°' . OF CALCULATED BY · '. ~JJ\._ c::_ . · . DAT-E -1-7-+·9;-.. -\@-- CHECKED BY _ DATE ____ _ SCA~ · GA-sn....e. lof-t--u_ -<h=,-~ 0~~-.. . . ; . . . . . -, ' •. ·.i ·,.. . -... -.. .. : ·"·. .: .. , -· ... ~-~·-.'·:-· ;· . ., .. ,. --:-.. "--·c. '.. .. ... CD ~{T)VU[XJl.S ~0n/J(r.. . : . -; . .. . . .. . -.. : . ; . . -~/1-j.:i;;qjjs ·::·0:·~-~·-:_~· .. ·crt···+~·;s··c'~~:~~f.l~S:_---~~:·:: .. ·~·~:·s·~/'~-'.- -{,,L L+-4---\-\ l Wv-_ ~· (p:> 1~p-jL 1, 1.,r-/2-)-:: -~ q :.~~~ r _ . . -; .. ... . · .. · ~ ---· ... ~ -~·-:·: ... W~---· .~ ... _ (69 ~ ~~~ J (_ i ~ .. · -~ · ~ -~ §9-+ ( 1 ... : _ . q1 ... ---····. . . . ·_3~g:4J1· CDLVA-·\.-~ _!. ··-:/; ··-, ................. _ .. ___ .. ,_. -----···-----... _ ............ , .... -................. · .............. · .. :ii-Ii"... .. ....... . .. . I l ""'-~~ ·. w~: 'f'v'.JT7_fJ~ ..,,~-.-.. ~s~'7'~\ 2. 2u'f--l1/1 . -' ~ -. . ~~ ;ci ..i pP X !.1-i., (.;./ ID-£" -P..,017 ~ w / -z-:#7 "1517~.s I • --~1-e-K. -_L,..., _/ --------!. I I I I. I I I I I I I I I I I I I I I I ---, : . ,-.. ·. .-.. -·.:-;" -:: . . '·,, --. ' ,· .. MARTIN & MARTIN; INC. STRUCTURAL & CIVIL ENGINEERING· . 7801 MISSION CENTER er SUITE 400 SAN DIEGO, CA 92108 .. -.s:-/1% ~-~* GENERAL FOOTING DE.SIGN. GEM.WASH{12X12 POST), DESIGN DATA AXIAL LOADS Allow. Soil Pressure. =· 2500.0 psf pead Load 0.00 k .•• Short Term Increase _1.33 Live Load 0.0 k Base Pedistal Height 0.00 fn, Short Term Load 0.0 k Seismic Zone · 4 · •; .. Ecc. Along X-X Axis Overburden Weight = 0.00 psf .. -... Eco; Along Y-Y Axis· 0.00 in·.- 0.00 in Live & Short Term Loads Don't Act Together Concrete Weight · · • · --= · 145.0 pcf ·-·-·:-:---· · · · ·· · •· · . · -Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES - .... Pressures @ Left/Right Moment: DL Shear: .. LL ShortTerm = DL- LL 0.0 k-ft 0.0 k-ft · 3.5 k-ft 0.00 k' 0.00 k · Short Term = 0.00 k · •••• Pressures @ Top/Bot Moment DL = LL Short Term - Shear:· DL = LL = Short Term 0.0 k-ft o.o k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k · Page: Ol (c DIMENSIONS Width Along X-X Axis = 4.00 ft Length Along Y-Y Axis = 4.00 ft Thickness = 18.00 in Column Dim. Along X-X Axis ~ 12.00 in Column Dim. Along Y-Y Axis 12.00 in --· ---·· ----------------~~~-SUMMARY----,.-,-~-~~---'---------- Soil Pressure Mc;>ments & Shears------ · D+L D+L+ST · · Max Pressure = 217.5 psf 586.7 psf Allowable Pressure = 2500.0 psf ·3325.() psf 'X' Eco. of Resultant = 0.0 in 12.1 in 'Y' Eco. of Resultant O.Oin 0.0 in Mu/Phi Vu:1 Way Vu:2 Way Overturning Ratio Max~ = . 0 .. 5 k-ft 0.8 psi = 0.1 psi 2.0 :1 Allowable ·93.1 psi 186.2 psi 1.5 :1 Service Load Pressures .... DL + LL Dead +live +Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 Left 217.5 psf . 0.0 psf Left . 304.5 psf 0.0 psf 0.0 psf Right 217.5 psf 586.7 psf Right 304.5 psf 821.4 psf 528.1 psf ------------FOOTING DESIGN------------ f'c Fy Rebar CL Clear to Soil Min. Steel% = 3000 psi = 60000 psi 3.5 in = 0.0014 'm' = Fy /(.85f'c) Vn:1 ... 2(f'c) • .5 Vn:2 ... 4(f'c)· .5 = 23.53 = 109.54-psi = 219.1 psi FACTORED SHEAR FORCES-~------- ACI 9-1 ACI 9-2 Two-Way Shear = 0;00 psi . b.lO psi One-Way: Vu (Q) Left = -0.01 psi -0.51 psi One-Way: Vu @ Right = -0.01 psi 0.79 psi One-Way: Vu @ Top = -0.01 psi -0.01 psi One-Way: Vu @ Bottom = . -0.01 psi -6.01 psi .ACI 9-3 0.07 psi -0.33 psi 0.51 psi -0.01 psi -0.01 psi Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi FACTORED MOMENTS----------'--- Top 2]7.5 psf 217.5 psf Top 304.5 psf 304.5 psf · 195.7 psf Mu/Phi @ Left Mu/Phi @ Right Mu/Phi @Top Mu/Phi @ Bottom AC! 9-1 ACI 9-2 -0.0 k-ft -0.4 k-ft ACI 9-3 -0.2 k-ft -0.0 k-ft 0.5 k-ft 0.3 k-ft = 0,0 k-ft 0.0 k-ft 0.0 k-ft = 0.0 k-ft 0.0 k-ft 0.0 k-ft Ru 1.8 psi 2.3 psi 0.0 psi 0.0 psi As Req'd -0.244 in2/ft 0.244 in2/ft 0.020 in2/ft 0.020 in2/ft SERVICE LOAD OVERTURNING ST ABILITY------,-- Factor of Safety : Y -Y AXIS Factor of Safety : X -X AXIS Static Short Term --None-- ··None- 1.98 :1 Bottom 217.5 psf 217.5 psf Bottom 304.5 psf 304.5 psf 195.7 psf V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOClfa.,ES, K\'1'0f0c:61 I I I I I I· I 1- 1 I I I I I I -:· -.' -. : . . ~-..... --. --. -· MARTIN & MARTIN, INC. Structural & CivH Engineers 7801 Mission Center Court Suite 400 · SAN DIEGO, CA 92108 .. : .. Phone (619) 497-2118 Fax (619) 497-0429 . ~-, .. . ... : . . - ' ·Fo.~.f!~.-~.-~ ... @ }_ -~·_i.,-f-4.G:2.~.: .... . . ' .~ -, . •': : ··. OF-----:---:;..:..........--78- DATE ~t CHECKED BY-------------DATE ____ _ SCALE . ~ '71--£. . th LL..::.. ~ . ~ ' ,__ , f. ' -• i ... . . . : : .. ·1 ' -: ,_ . -{ ········ ,~~-:~,-. _; .-.. --··--.. ---~~-:r:~ ~-~ ·.c1-~_kj_J~.:~)./~ '. -~ . .-.... s. ·2. k:. . ! . . ~ · ~ 1.:-p •" . ,.o;r, . ~ ~~l-.:: Q0 ~P_) L"r'.) (~_)-~, 3b~ . ' "2,.S.l'\D l~S-rx_ql · ._.. ~ · Poon vvC--: w L . ~ :14-to 1s+gs \~~ ·, 1-, ' 1: 1· I I I- I I I I I I I I I I I I I • MARTIN&. MARTIN,_ INC .. >-~-. , ~- STRUCTURAL & CIVIL ENGINEERING ' 7801 MISSION CENTER CT SUITE 400: . SAN DIEGO, CA~2108 COMBINED FOOTING DESIGN GEM WASH FOOTING GRID LINE 3 DESIGN'DATA Allowable Soil Pressure = 2500.0 psf Short Term Factor = 1.33 Seismic Zone = 4 Live Does Not Combine With Short"Term f'c: Concrete -3000 psi Fy: Reinforcing = 60000 psi Concrete Weight = 145 pcf Overburden Dead Wt. = 0.0 psf Min. As % = 0.0014 Column Size ••• #1 = 4.0in #2= 4.0in •.• Base Height #1 = O.Oin #2= O.Oin Rebar CL to Soil Dist. = 3;50 in APPLIED LOADS ---- At Col #1 : Axial Shear Moment Dead 0.36 k 0.0 k 0.0 k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm = 3.20 k .. Q.7 k 0.0 k-ft At Col #2: Axial Shear Moment Dead = 0.4 k o:o k 0.0 k-ft Live = 0.0 k 0.0 k 0.0 k-ft Shrt Trm = -3.20 k -0.7 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 Distance Between Columns= Ftg Dist right of Col #2 = Total Footing Length Footing Width · Footing Thickness 0.00 ft 4.00 ft 5.00 ft 9.00 ft 2.50 ft 18.00 in Sst = -0.70Sst = . ==r. I !S.00 Left S.P.: Static D+L Short D+L+S -. ;. Right S.P.: Static D+L Short D+L+S Page: eDtz3 SUMMARY------------- Servlce Allow = 302.8 psf 2506.o psf = ~psf 3325.0 psf - = 196.2 psf 2500.0 psf = -~i:,sf 33?~-~ p_s! ACI Factored 9-1 = 424.0 psf 9-2 = 1374.1 psf 9-3 = 883.4 psf 9-1 274.6 psf 9-2 = _ 0.0 psf 9-3 = 0.0 psf Resultant Ecc.: Static -0.32 ft Stability Short Term = -2·.97 ft _ Ratio 1.57 :1 ... : .• coi #1...... • •. Between... .. •... Col #2 •..•.•. Ru/Phi. As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = o.o· psi 0.30 ifl2/ft 0.7 psi -0.30 in2/ft 0.2 psi -0.30 in2/ft ACI 9-2 = 0.0 psi 0.30 in2/ft 16.9 psi -0.30 in2/ft 18.8 psi -0.30 in2/ft ACI 9-3 0.0 psi 0.30 in2/ft 9.2 psi · -0.30 in2/ft 12.1 psi -0.30 in2/ft As(in2/ft/ft of width), negative-> As @ top of footing -Mu @column # 1 Mli btwn columns Mu @ column # 2 One-,Way Shears .... Allow.: Vn=2(f'cA .5) Actual : Vu I .85 ... Left of Column #1 Between Columns Right of Column #2 Two-Way Shears •••• Allow.: Vn =4(f'cA .5} Actual @ Column #1 Actual-·@ Column #2 Prll = n ~Fi Prl.1 = Pst = 3.2 Pst = MOMENT & SHEAR FORCE SUMMARY-------- = -- = = = = = = n ?ifi -3.20 ACI 9-1 ACI 9-2 ACI 9-3 0.00 k-ft -0.14 k-ft -0,04 k-ft 109.54 psi 0.00 psi 0.28 psi 0.01 psi 219.09 psi 0.26 psi 0.49 psi 0.00 k-ft -3.19 k-ft -3.55 k-ft 109.54 psi 0.00 psi 0.00 psi 7.46 psi 219.09 psi 2.98 psi 4.09 psi . o.oo k-ft -1.73 k-ft -2.28 k-ft 109.54 psi 0.00 psi 0.00 psi 4.80 psi 219.09 psi 3.71 psi 4.39 psi I 9.oo I -t--...,..._..,.------;- 196 ps 8.P. = 302 ps V4.4D (c) 1933-96 ENcP,C,L.L,.:. GEORGE R. SAUNDERS tSSOCIATES, KW060361