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Home My WebLink About2280 FARADAY AVE; ; CB910763; Permit't ':. 12/04/9'1 13: 55 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB910763 Project No: A9100922 Development No: , Tob Address: 2280 FARADAY AV 1:1 rmi t Type: INDUSTRIAL. TENANT IMPROVEMENT reel No: 212-061-32-00 luation: 10,000 Construction Type: VN 1 Occupancy Group: B2 Class Code: Str: Fl: Ste: 5483 12/04/91 0001 01 02 C-PRMT 469-00 ~ 4:J. {L/ Status: ISSUED Applied: 05/14/91 Apr/Issue: 12/04/91 Validated By: DC 278-5750 Description: 358 SF STORAGE DECK MEZZANINE Appl/Ownr : ISIS PHARMACEUTICALS 2280 FARADAY AVENUE CARLSBAD, CA 9200~--- 619 ',, ' ,, . ' " *** Fees Required *** -:.·-;;·tc¾\, -' ·'·Pees,\Col.fected & Credits *** /" ~-"" ,'\ ,; __ \-,~~~~~, ' :l-4 ':/ , ; ___ '"' --------------------- ; : ' ' ' . ' \_ '. // ·, '\, Fees: 5·45. 00\,. . · ~ , ,, ,, Adjustments: / :·. oo .___ ··> · T9-ital" C:t:!~.£:t-~: \ , . oo Total Fees: // 54'!3° ,'u_µ / T~ta'½. P'a,t\'.e~-Gs: \ 76. oo ' ' ''"') / ' ' ,, ) ~ \ 1 / \i';; "'-Balan ue: \. 469. 00 Fee description / 1_____ 11 ~~ "-::::::.--:-:::::::.!!!14:t.J;;.:-,7 i~¢l!ni · Ext fet? Data -f c_ .... ~~ ~---··=~jr -) / -Building-Permit---; ---~~--f --~~/~/-/~ ;7\-y..:...-.; -\ -----117. 00 ----- Plan Check ~ · _; .t. :"' ,:°" ··, /.</' · / 1 76. 00 ? 1 l,, i'• ' ~ 'f , _,.......,A ,._ ~ ~ Strong Motion Fee ·, _ 1 i r, • .. • · ( ~,' :-· 2. o o Enter 'Y' to Autocalc Lice~:Se'.'l'a~~,.\ ~ · -}:~ 1_/ 350. 00 Y * BUILDING TOTAL . , --~, ,:--\ ( < 545. 00 \ ' ... .:;, ., ~ .. , ,;, '• \ ; \, ,\ 1------------....,.,. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION • City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 EST. VAL_~h_c/_,__/_(hr--0_--:-::=-.,......---- PLAN CK DEPOSIT ____ ...;7'--.;..~-----. VALID. BY _______ D_c.._..,_ ___ _ 1. PERMIT TYPE . DATE --,-------..S'-'-/'-/..._'/_/.....;q'-"/ __ _ A O COMMERCfAL NEW O TENANT IMPROVEMENT B -0 INDUSTRIAL QNEW QTENANT IMPROVEMENT C • ORESIDENT1AL OAPARTMENT QCONDO OSINGLE FAMILY DWELLING OADDITION/ALTERATION ODUPLEX QDEMOLITION QRELOCATION QMOBILE HOME QEtECTRICAL QPLUMBING OMECHANICAL OPOOL QsPA QRETAINING WALL QSOLAR LEGAL DESCRIPTION Lot No. Subdivision Name/Number CHECK BELOII IF SUBMITTED: D 2 Energy Cales 02 Structural Cales ASSESSOR IS PARCEL DESCRIPTION OF WORK D 2 Soi ts Report # OF STORIES 0 1 Addressed Envelope EX I ST! NG USE t'_ ... , Unit No. Phase No. PROPOSED u'sE 3. CONTACT PERSON NAME ADDRESS ZIP CODE CITY STATE DAY TELEPHONE SIGN,ATURE 4. APPLICANT 0 CONTRACTOR 0 AGENT FOR CONTRACTOR ADDRESS OowNER 0 AGENT FOR OWNER NAME CITY STATE ZIP CODE DAY TELEPHONE OWNER 46'1'>),t_,, /:: QLESSEE QTENANT • ADDRESS zze/J f'e>Y_r..,id~ 1/v.L-, STATE(!//-, m CODE q"2.-CJ{l !J DAY TELEPHONE /L 1 !J ., 5 7 FO 6. CONTRACTOR NAME Wilc/tdc.. llti331Jdte,,S ADDRESS 1-o :7 (;(r,htfrlj,/h;.l,. &f-I CITY STA TEW/ Wauh8hJr STATE LIC. # ____ _ ZIP CODE 5'!3/t;~ DAY TELEPHONE{411--) s~ -,f-tf7]7) LICENSE CLASS _____ _ CITY BUSINESS LIC. # TITLE DATE / DESIGNER NAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION 8. Workers• Compensation Declaration: hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers• C~nsation Insurance by an acinitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shat l not employ any person in any manner so as to become subject to the llorkers' C~nsation Laws of, California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: l hereby affirm that l am exempt from the Contractor's License Law for the following reason: 0 l 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 pr.operty 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. lf, however, the building or improvement is sold within one year of completion, the owner·bui lder will have the burden of proving that he did not build or improve· for the purpose of sale.). 0 r, 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 l am exempt under Section ___________ Business and Professions Code for this reason: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR N0N·RES!DENT!AL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Ores ONo Is the applicant or future building o.ccupant required to obtain a permit from the air pollution control district or air quality management district? Ores ONo Is the fac_i l ity to be constructed within 1,000 feet of the outer boundary of a school site? Ores IF ANY OF THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCaJPANCY MAY NOT BE ISSUED AFTER JULY 1, 1_989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES f,ND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY 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 IS NAME LENDER IS AD9RESS 10. APPLICANT'S SIGNATURE 1 certify that I have read the application and state that the ·above infor.mation is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JOOGMENTS, COSTS AND EXPENSES IIHICH MAY IN ANY IIAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). ~NER OcoNTRACTOR APP~OVED il'(i ----,.------ DAT!::--'---'-""------ UNSCHEDULED .INSPECTION DATE 4(?, t 'f 2- / ' PERM~T #" ce;q lb7G3 INSPECTOR /J & c__ ~~d~------ JOB ADDRESS __ 2._z_~_~ __ f-At;....._, ___ -A..__.__a ..... P'.,..__ i------------- TIME ARRIVE: _____ TIME LEAVE: _____ _ CD LVL DESCRIPTION . PERMITS 6/15/89 ACT COMMENTS > !I fl i1 f' I ! Wyman Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE THE SPECIAL INSPECTOR OF OREINFORCED MASONRY JOB ADDRESS 2280 Faraday Carlsbad OWNER OR PROJECT NAME Isis Pharmaceuticals CO,NSTR, MAT'L (TYPE,GRADE,ETC.} Miscellaneous Anchor Bolts DESIGN STRENGTH ISOURCE OR MFGR. DESCRIBE MAT'L, (MIX DESIGN, RE-BAR GRADE & MFGR.) 3-24 15910 BERNARDO CENTER DRIVE SAN DIEGO, CA 92127 ( 619) 486-0354 OSTRUCT. STEEL ASSEMBLY OREINFORCED GYPSUM OGLUE-LAM.FABRICATI0N OPILE DRIVING O0THER N0.92-056 IFOR WEEK ENDING 3-27 19 92 BLDG. PERMIT NO. I PLAN FILE NO. CB 91-0763 ARCHITECT ENGINEER Peter Hiqqins & Assoc. GENERAL CONTRACTOR R.K. Keator CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testinq Laboratory Load tested 5/8" Chem-stud bolts to 2000 foot pounds of pull per the manufacturers recommendations. Pull test 2 bolts for 20 bolts installed. required per UBC for the receiving on the existing slab of grade. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS, . bay mezzanine Pull tested 10% columns mounted DAT~ \1 (; :t /q ~ INSPECTOR _!._ C-- UNSCHEDULED INSPECTIO~N PERMIT # / Q4 9"/ tS J ~,3 . 7 PLANCK # _____ _ JOB ADDRESS 2 2 ~C) F"~P~ r TIME ARRIVE: TIME LEAVE: ----------- CD LVL DESCRIPTION PERMITS 6/15/89 . . ACT COMMENTS DATE i(u I '.z"l.--1 PERMIT # ~ 9/ -7& ~- 1; ) ~. UNSCHEDULED INSPECTION INSPECTOR /k:t }f C.-----7 Pr.Jex # _____ _ JOB AODRESS ____ 2._~_@ ____ M,'---...,_M-'-_P. __ ~---,:'f;...._ ___________ _ TIME ARRIVE: _____ TIME LEAVE: ____ _ CO LVL DESCRIPTION PERMITS 6/15/89 ACT COMMENTS FINAL BUILDING INSPECTION RECEiVED FEB D 3 1992 DEPT: BUILDING ENGINEERING ~FIRE PLANNING U/M WATER PLAN CHECK#: CB910763 PERMIT#: CB910763 DATE: 01/31/92 PERMIT TYPE: ITI PROJECT NAME: 358 SF STORAGE DECK MEZZANINE ADDRESS: ,-2280 FARADAY AV CONTACT PERSON/PHONE#: -~O')\___, Lf 3/-;;)..3'6~ SEWER DIST: CA WATER DIST: CA INSPECTE~ 8 I BY: l.!t icJ.~ INSPECTED BY: INSPECTED BY:_· ________ _ COMMENTS: DATE INSPECTED: 7/1,/'f;).-APPROVED r:,/.___ DISAPPROVED DATE INSPECTED: ___ APPROVED DISAPPROVED DATE INSPECTED: ___ APPROVED DISAPPROVED ~ 1' • ~ ... • .. -., .... Job • '• ,.. ' I ~ -'~~ ;, "1",~~/', -"/ . ' ._ ,.,,_,__' SMITH-EMERY."4PANY '.·\11 /11d1•111•11dt•111 l'ommt•rcial T1•sl1,., .,,horntm.- 1•:st;oh/islwd 1!10.J FIELD DAILY REPORT No.: ¢?{[~(.~fa Report No.: -------Date: ,';?~,?tl-~?.. PROJECT I D . _.,,-\·)., .. .J. ~J 1, .,,,.,, I e;:;-. • • ·-------",=L...ll.Y__:__i'(\-l.!....r-..!:!.«_!i_::,c;::.-~-__________________ _ ,---. The fol lowing services were provided this date: _ _,.4-_,,_/~il ... f~, _-_,_l""'"". _c_-.,,,,1_·-_,__, ______________ _ Equipment Working:------------------------------------ /_/ ·' , -~· o/ ""'-· :// ·'l'.'/"!'-, ··-/ / -;:--ol!!" "-:; ·1 ,,,,,. d -, .1,-'.~ -----,/~, (;/ ( / / .• -1_.,,."J . • , ,,.. .-· i I Recommendations: ----------------,---------------------------- ~======::::::-:..-=.".:..-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--,::================================= J.,J4'-Work was conducted in acco,·dance with project requirements. ( ) Work was NOT conducted in accordance with project requirements. ( ) 781 East Washington Boulevard Los Angeles, California 90021 (213) 749-3411 . -'~ ( ) Hunter's Point Shipyard Bldg. 115, Box 880550 San Francisco, California 94124 (415) 822-3880 PAGE of {X) 5427 E. La Palma Avenue • Anaheim, CA 92807 I (714) 693-1026 ALL REPORTS SUBMITTED AS THE CONFIDENTIAL PROPERTY-OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS:CONCLUSIONS, OR EX- TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVJ,\L AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. PROJECT I.D. ~~-~).-·.Jo k&:'~. J or DATE LOCATION ;;):;rt 'Ht<"~; r"' 1/ ~ / 4 t lli I"' r'L .. / / /,,.,.-7'7'. ,e'"J t_; ~ (!'1 d SMITH-EMERY COMPANY 5427 E. La Palma Avenue Anaheim, CA 92807 (714) 693-1026 - PRoJEcT No. P,1n/,., f,,.., ..:..:;::~ = --- S.L. NO. _____ _ NO. TESTED %TESTED ~ (O ~o OFFICE REPORT NO.---'----- METHOD KEY PT -Pull Test TT -Torque Test SPECIFIED NO.OF FAILURE~ / c:: /..:-::£){_.i / / TECH METHOD J __ .. -. PT ",.. r,,.· ' DATE: l I ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 /1~ I q I .. -~ .,.,.,,, .. JURISDICTION: PLAN CHECK NO: q(-763 SET: :0C PROJECT ADDREss: __ -=7~2~&:"'--"-o __ -~r=o~h?l~<l~~~y-~Ac..;...::..v~e- PR0JECT NAME : _ _,IS=_..>'T" ..... , ~---_ .... P .... h ..... ~-t--M....;...,.. ..... °'-..... rto--'-'vl---T_; c_A ____ l_...s ___ -== ·-1-or c" e I o 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 D with the jurisdiction's building codes when minor deficien- .cies identified-=---=--------,--=--=---are resolved and checked by building department staff. .. o 0 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant·contact person. D The applicant's copy of the check list has been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date c.ontacted: _________ Telephone # _______ _ D REMARKS: ____________________ _ By: l>A\/IP YA-o .Enclosures: _________ _ ESGIL CORP,ORATION i½/ 0GA DcM I DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO; CA 921.23 (619) 560-1468 f!/ t9/ 9( []APPLICANT JURISDICTION: CITY OF {AP! s !?A .D SET: ::IL_ ~JURISDIC~ C PLAN CHECKER 1!FILE COPY r4ups ~DESIGNER PLAN CHECK NO: Cf/ --763 PROJECT ADDRESS: __ 2~2..;;.....:ct~O""--_~F,~q~c=0~J~a,y'-----'Ac.....:....;_v~e--- PROJECT NAME: TS .:z:....s: D D 0 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 deficien- cies identified-,---,,---------,-~--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 Corp. until corrected .plans are submitted for recheck. Li The applicant's copy of the check list is enclosed for the -jurisdiction to return to the applicant contact person. ~ The applicant's.copy of the check list has been sent to: 22J'() r.,F; ~ Esgil staff did not advise the applicant contact person that · plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: _________ Telephone# _______ _ D REMARKS: _________________________ _ By: vAv1 o YA--o ESGIL CORPORATION dJ:,, " Enclosures: ----------- OGA DAA ORN ODM JURISDICTI,ON: __ -=C~A .... R.....__1"""~'-"'g __ A----=D---______ Date plans received by plan checker: ___ P..,_;/4_'cf __ _ PLAN CHECK NO. : __ q~/_-~7 ..... & .... 3=----Date plan recheck completed: __ rf._1/;~Cj __ By: _ _,7?,"--~'-'-"V'--'-"/ P"--__,.y,..,_r'j-fl......_.___ PROJECT ADDRESS: -Z.'2. £:o f-0t r/7\rla V Ave I TO: 'TS1..S. p b o 1:: ):o e:, , P u+ ; F' .';l / <: I RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown·below n~ed ~larification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: ES.Gr tL 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. \1' j 1. ,.., h o-F 3. The following items have not been resolved from previous plan reviews. ·The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. 4. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes l.'I( 'f)(,,,.-1-,v,,,._,,_ p;;,,,;v.,,,/f'n t (./ ---~No ,, 1 r.v ,-C ll I b or:+,,., !: . ,-1 I~:~ lr: s ~ ,4 ... (:oc J //v1 rr>/,-, -r-a'J-r.pcl ... ~ .. ;_./ :;:-r .p ___ __.,.a:..14...:.:.;,;;-;.._ _ _;.,.8.i.i:i.~±.:...._....:U=&::-.:.Ca--...;;;2;....i.:& __ 2";...;;;2;....:.(..;a;.;..::;)_.....,/.:..h.,_J..,_ ,'-"' r .... o._. _f:. .. :C--...,.:..;"-/...,,-::,'-,:..:.' 11...._ ____ ..:.;....a-°";.:.·..;.'""'-"-'....,r..;..,,,,;.._-'=.;;.;--____ -"'""hcr / i C" P,,,.,,; ).;:, I 2 A3 K uu~d Foriif'"No. RPCS.41290 1 d Sff>c, -{1-p th.. l \P;-P ,y-+ b bO /f:_-N OM. no. 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DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 5 / 25 / 9 I JURISDICTION: CITY VF CAi?/...SBAD PLAN CHECK NO: q I -76 3 SET: :I.. PROJECT ADDRESS: ___ 2_~c:.,.....:~c.___;;;o~----'-r.=~~r~~=c£,=~~v __ ~A~M~e---1 D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially com?lY with t'he jurisdiction's builaing codes when_ minor d-::ficien- cies identified _____________ 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 f o·r a complete recheck. IJi'ipi The check list transmitted here~ith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. · 1~· The ap~l~~ant' s. copy o-f the check 1 ist has been sent to: · :r.s J...S: . Dh arn. o.cev Tic g l..s l :zzcf,O_ Fo.r~Jn.j ·ave IID_Esgil staff did not advise the plan check has been completed. cs qz oocP- applicant contact person that O Esgil staff did advise applicant that the plan check has been completed. Person contacted: _________ -'----- Date contacted: ---------Telephone# ________ _ 0 REMARKS: ____ --,--_________________ _ By: l)A VID ?t-c) ESGIL CORPORATON ..t-/;6 Enclosures: ----------- 0GA D·AA D RN 0DM PLAN CHECK NO. __ q..L...!-/ -__,_7_6_.;~:;...._ ____ _ JURISDICTION: ---'-C+tl..u.R=L~..S:.....:S-'-A.a...Pc::;_ ____ _ TO: () harm ul rPu f-i' ce1 / .s I Fa~ J r,..,J ave J PROJECT DATA OCCUPANCY: ____ --"'/3"'----..2__-""-------- BUII.DING USE: ____ o~/'---'/_1_'t~e"'"-____ _ TYPE OF CONSTRUCTION: ___ 7 ____________ _ ACTUAL AREA: __ .._._h._('=M .... 2_~--3~5:~f:_S_/=_. ___ _ ? :;_-3,±8 7 + ALLOWABLE AREA: ____ ? ______________ _ STORIES: _____ 2..a.-___ '? __________ _ HEIGHT: ___________________ _ SPRINKLERS: _____ _.'? ________ _ OCCUPANT LOAD: ____ AP."-. _'})_ ..... { ______ _ REMARKS: ___________________ _ PLAN CORRECTION SHEET GENERAL CO!flERCIAL Date plans received by jurisdiction: ______ _ Date plans received by Esgil Corp.: ___ E:~1/)_/,/2~-- Date initial plan check completed: _s'---?_3___,;By: __ D=-.,_Y\-'-V"--'-to=---',,,_i_,_A-"'-=-o ___ _ 1 Applicant contact person: ..2..7f-s7,,,,,.._, Tel. ____ ,.._ ____ ..._~__;; v _________ _ FOREWORD: PLEASE RF.AD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mecha.,~ical Code, National Electrical code and state la"s regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled 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. 303 (c), 1988 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, note on this list (or a copv) "here each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) A. 0 l B. 0 /· I 0 0 Please maKe all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction,. to: The jurisdictionis building department!. GENERAL Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. ., All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as 11not included11 on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) 2/15/90 0 y C. I 0 I· Provide a note with the building data legend stating that yards used for area increases } shall be permanently maintained. :;r.f "-f / f 1' (c,b e,.... Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, tn1C and UPC and 1987 NEC. Pr.ovide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UEC Tables 9-A and 9-B. iY1...-nevJ s-f-.,,y,;,ge cf J?cf:=: O<Yf'o-..._ Specify the uses of all rooms or areas. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on· t.l-ie site plan stat:.ng: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate justify increases Section 506. any side yards used to in allowable area based on "J=r Off/, O.b/e, Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2 4/· f· E. G f· I F. f- Structural elements exposed in walls required to, be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, vents, foundation vents have to be protected required to be protected. mechanical equipment and similar openings where openings are Table 5-A, Section ___ 03. BUILDING AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual' area divided by the allowable area for each occupancy ·shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d}. ARF.A SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building; however, the area separation wall must be four-hour in Type-r, II-F.R., III and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-h~ur area s~paration walls are required to be protected wtth three-hour fire- resistive assemblies, and ·1-1/2 hour fire- .assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wail in each story. Section 505 (e). @,@ 0 C · ±;,e. of hr:is:f. 2/14/90 / r· 13· If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. ·Section 505 (e) 3. Two-hour area separation walls may terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire- resistive construction for a width of not less than 5 feet on each side of the wall. b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. c. Openings in the roof shall not be.located within 5 feet of the area separation wall. d. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e) 3. , r ;;, , , · c1 q !lo,&a t 1-e q;-p r2. /?f:t -/2 '= t. ...<:. c 4 L. Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. STAIRWAYS Q. Stairway width must be at least 44 inches when V serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). 2... 5-fe hefoi,,J Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stain.·ay tread nosing. (::;':;\ Stairway handrails should not p;oject mbre than V 3-1/2 inches.into the required width. Trim and stringers may not -project more than 1-1/2 inches. Section 3306 (b). Q Enclosed usable space under interior or V exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 1611 o.c. nailers. Section 3306 (m) (n). G Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). 13/. All interior stairways and ramps shall be / enclosed. In other than Hand I occupancies, . an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Q_~tairway ri~er must bE: _4_inches minimum and 7 V inches maxlIDUlll and minimum· run shall be 11 inches. Section 3306 (c).·. See the exception for private stairways serving less than 10 occupants. Winding and spiral stairways are p'ermitted only in residential occupancies. Section 3306 (d). 2/14/90 t Stairways should be enclosed as specified in Section 3309: a. Two-hour fire-resistive walls are required in buildings of Type I and 11-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) abo\'e ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. . e. An appro,·ed barrier is required at the ~round flocr to prevent people from acciden~ally continuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height • A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). g ,9 ~Handrails: \J ' ' a. Handrails are required on each side of stairways. Stairways less than 4411 wide or stain.·ays serving one dwelling unit may have one handrail (if not open on both sides). b. c. Private stairways (1 tenant) need only have a handrail on one side if 3011 or less in height. Handrails shall be 3411 to 3811 above nosing of treads and be continuous. d. Except for private stairways, at least one rail shall extend 611 beyond top-and bottom risers. e. All stairs terminating in Section 3306 (j). shall a newel have handrails or safety post. Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Additionally, handrail height should then be changed to 30"-3411 • /145;'\ The handgrip portion of all handrails shall be V not less than 1-1/2 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). M. /49. Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings-·in .. two or more floors below it. See exception above. Section 3306 {l). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). 5/10/90 1· f· When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor 1,·alls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the I corridor in accordance with their listing. Section 3305 (g). Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be constrJed as intervening rooms. 0 Section 3305(a). 1 3. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed. 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass ins~alled in steel frames. Section 3305 (h). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings _refer to Section 1807 (h). Section 3305. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 10 s. Provide class ___ standpipes per Section 3807. A first story as allowed_by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foimd!'ltion. Section 2905(c). 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 plans. (When required by the soil rep~rt). The foundation plan does not comply with the following soil report recommendation(s) for this project _______________ _ Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and- 3. The foundation excavations comply with the intent of the soils report11• Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls. 23. Chapter Show height of retained earth on all foundation walls. Chapter 23. , 2/14/90 2).4. 2/5. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). imension foundations per Table 29-A. Thickness of Supported~: Stenr,;all Width Depth Footing 1 611 1211 1211 611 2 811 1511 1811 711 3 1011 1811 2411 811 *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 2/ f 1 For buildings adjacent to slopes steeper than 3:1, note· on the plans: "On graded sites, the top of a,,y exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent.11 Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 2p. Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. 2fa. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Q Show adequate footings under all bearing walls ~ and shear walls. Section 2907 (b). 2-A. Show stepped footings for slopes steeper than / 1:10. Section 2907 (c). t Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and Table 29-A. depth into 13 Show mininrum under floor access of 18 inches by 24 inches.' Section 2516 (c) 2. Show mininrum under floor ventilation equal to a l sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. T. MASONRY u. o/34_. Show veneer support and connections in Seismic Zones 3 and 4, comply "ith Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 "ire in horizontal joints. Show he"ight . and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Provide details for foundation walls, b~low usable space exists on the waUs. Section 1707 (d). damp proofing the finish grade, where interior side of the Show a mininrum 211 air space and flashing between planter and building walls. Section 2516 (c) 7. FRAMING Provide complete structural details on the plans with cros.s referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide mininrum structural specifications on the plans to show that all structural materials will comply with the design calculations and bµilding code requirements. 2/14/90 W On the cover sheet of the plans, specify any V items requiring special inspection, in a format similar to that shown below or sticky back. 2fo. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF REMARKS SOILS CO!·lPLIA.'iCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASOiliKY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER CHECKED ? Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with l x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge exterior walls on trussed roofs. (h), Section 2517 (h). line and at Section 2506 14 f· rs, l Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. ·Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-S-1. fa. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 77/0. r· v. t· If foundation 1411 , framing cripple studs 2517 (g) 4. cripple wall studs are less than shall be solid blocking or the sheathed with plywood. Section Cripple wall studs exceeding 4 feet in height shall be_3 inch by 4 inch or 2 inches ·by 6 inches when supporting 2 stories. Section 2517 (g) 4. $how plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open .b~ construction, provide strap ties across the oeams at the ridge support. Section 2501 (b). MISCELLANEOUS Parking garages shall have an unobstructed headroom clearance of not less than 71 -011 above the finish floor to any ceiling, beam, pipe or similar construction. Section·-702 (b). 21k. Provide details of restrooms to show compliance ;-with Section 510 (b), regarding floors, walls and showers. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 3/28/90 Co?:Jolv l / b, ,+/,-, I.. Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 4211 mininrum height guardrail, through which a 6" sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than SO). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. 2-1. Provide at least one drinking ~ each floor level in Group A fountain for occupancies. /. Section 605. 2 Show that aisles and Sections 3315 and 3316. seats comply with w. 14· Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained o~ly as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. Pedestrian walkway shall comply with Section 509. Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. TITLE 24 HANDICAPPED ACCFSS Provide note and details compliance with the Access Check List. requirements may be more UBC. on the plans to show enclosed Handicapped Handicapped access restrictive than the ?mf'n f A? -1-n, 1 r P ( ~ -:Ran/,' (fa pppj or"rr>ss . I I 16 x. Y. ~ CONSERVATION Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan deta-ils, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". ADDITIONAL Please see additional corrections, or remarks, on the following page. (289\ To speed up the recheck process, note on this U list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. ~ Please indic~te here if any changes V made to t.'1e plans that are not a corrections from this list, If there changes, please briefly describle where they are located in the plans. have been result of are other them and Have changes been made to the plans not resulting from this correction list? Please check. ____ Yes ____ No NOTE: The following provisions are contained in Title 24, Part 2, Galifornia Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of thes~ provisions to the local Fire Department. S-1. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. 3/28/90 S-2. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). S-3. Where exit signs are required by Section 3314(a), all exit corridors shall be provided ,;ith continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). S-4. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: E~ildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-5. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-6. Section 1807 should be reviewed for all high- rise buildings. S-7. The exception in Section 3318 of the UBC has been-revised so as to allow the·omi~sion of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-8. If emergency warning systems are required, they shall activate a means of warning the bearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 17 ' . The, jur~s~iction 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 check for your project. If you have any questions regarding these plan check items, please contact ____________ _ QAV 11) at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. fa o,hcho-Y hot± ;r 0 h'\ ll. .s:± GfJ> Pnzv,' J e n1 i 11 . 4 ~ 1 I' d tu:icdr-u ~ / --ftc +b f2 Gf PC k §, Sb tJL.,J ,'-t::.. /,;s u nn P c+i fu-.-c£o +c ! / 6. 6 // :n::c,x;: · S:.oe I, I I (2j"z) srer.'-l-y ±>-o111 J, e Sft'trio -(,-,,--/2C / 2_ OY\ , -f1J (> __f).(, lniP'i, ' (/ n (2w {."5Yl.2 1.2..c I 2. (j rrd-n: ~tz.c-, J'1..--- 'rJ.Cl{ j / I // 7, tS 3 / f2.) e C<_.s..e_. u-I Cb-Pcf:: +/30 vJoyr f-U.!ZJ. ii t'-+,_· if\.-., -F-v-r J::2.C /2.. cz_t'r rf e y- & .S { Pl b ---rh, cJc n-t7s-$ 1--11/ I I 4£ ~ rz// (7.(£,. r(~c, r c:-h tJ vJ /ly I CU?/ f>Jf'n1' -~bl -1-0 I 01+PH-,, L j C ' -t&re f>.Pf'v1 ,../-y,." ( .f.r r -f,~ ~ ; H q ? .I_T ~~ 'r[. sJ~1l Ld J (7 i ' --R ... ve_. C'~ t?'di, rip b-PC?K.--(JC .?'bi~L. (/ {/ (Gj)_-r,""""'""-/ie-.. __ -f, .... e...,ns;, ____ 1 =O'.b::::-=--"""a'""'f,.__....::a=1'"'"?.._c'-'-b=tJr.__ _ __,_W1.,_,_,,.U""'s""'-f..._ _ __._(..__e=.s=..s=---~-f""'"ha,:,=-a, .... 1"-. ___ o'-"'-'-!'. ..... li=o_,.,u""'Z .... oa"""""/2""'4?;:..__ -fo.,ce ( ~'12b Is not -E"b7·¼{ -fo ;:::J.c?g-r-). ((J.frJ<'r -S{Je C1nch 0 Y w,ctj h--e 1.A.sed. Nofe <rn.---the p/1in..., '' Pwvlde speci""I ,~src+;w,_, -[.!.y C. cd loN o.d-€. ahcl-:>o r -/-('>/?S / (/11.. -2ftf' ..r-/ ~ b o.sed 0'>1-s,rec,\a_ ( o.nc'7tJr: /11-::?eci-,'vYt..,,) -f-0 q wdP t: C /2.C I 2.. +o (./ ,~c·,2... -f-o ½l I 2. x-2.. 6 ) q I I cf,·e 0 >JO,P¾ ,ye ~ bolt -f-rfe j 0 .. -ef- ,P +/...,.,_. ,./p+C'I,' B s:..ec T,}"-"" Co I u "'"'-' mus-( C q It ?lc-.fe h"'mhf'r, 7pe, ~~ . cf,/"" ciJjle si:Z I ' . •· Date, ~/43 Jur i sdiction'---,--..... ~ ...... 'IW=L=-s-g'-'-AP-=--- . Prepared by, D81110 ,YA:o VALUATION AND PLAN CHECK FEE o Bldg, Dept • O Esgil PLAN CHECK NO, q/-7t 3 BUILDING ADDRESS -~2=~~cl12"-""-__ F-~~___,_r_~_J_~~Y-~.~frfl..=.....;;.e __________ _ APPLICANT/CONTACT __ o...:.;w __ n ..... e.J-C _____ PHONE NO. __ 2~7..,.cf_-...;:..f-:.-<-7-f-D ___ _ BUILDING OCCUPANCY --~8_-_.2 ___ _ DESIGNER PHONE ------TYPE OF CONSTRUCTION v-N ~ CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER '\+A L·fl n C, rl p('f:;::. 3Sif-(O,o o O J.- (J - ~~ Air Gonditionin12: Commercial .. @ .. Residential @ .. Res. or Comm. Fire S"Orinklers @ To·tal Value ~ -J--{ 01 o o o o• . B uildiri g Perm it re e $---------------'--------"'-------'(_/...,__ __ _ o_{-Plan Check fee $ $ )6 -_;::.._ ___________ __,__ ______ -e.-----'---- COM MEN TS:..:----------------------------- SHEET / OF/ --- c;, J2/87 !; PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB f /-7 6 ~ DATE __ o..z_,"/2:_.__.::;_A_~_v _____ _ ADDRESS __ c5?_Ji_6_~--~-/f._~_.a_w ....... / ____________ _ RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) PLANNER r~ /(_( ck- ENGINEER ~-~" l~l~G.&:k) C:\WP51\FILES\BLDG.FRM TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE _5_-_._/__,_'.L/_-_7t...._1/_ Rev 11 /15/90 -- . ',. . ,,. ... . (. .... ,.: ·'{,:--,~"•1:,_;,' \_ ... ,t ' ·:·.;: ,'_,\) "', ,', 'y'J.:t\ ·., . :;:( 2560 ORION WAY . '· · .,:,,:: .. _:,,~:·· '."', ,: · , . · CARLSBAD CA 92008 : :·. ; , : n / :.,> ,: .. . ~~~~i7:,TELEPHON~ j. ·.}\-/~·:!,-.\).::f<·(\.: ::·, · .. ·, .. , .~~R,E DEPARTMENT ',,>"• •; ,-(619) 931•2121 {•'•;·.-.,: .. '.' •,,' ··:t.{~.'. , • "•1 -~ \I< •,, \,' ', ·/':::::::-.:<t:irt~~fI'/<::· : · .· . ·· · ,, ·•• • ·~:-.,, , •• • •• 1--,~-.. ,., '"·"' •• •. PLAN CHECK REPORT· .. /{ ':: . :':\;·~~::Sihif {f 3: .. . ·· · .· · · · ··· · QCitp of . ecarl~bab . I PAGE 1 OF_/_ APPRO~ ~IJ. DISAPPROVED PLAN CHECK# .q I -'?If_?) ·,;·:'.'\ PROJECT· .' '/:5/$ :'_,·,,'..\•,•:·:L~" ... ··. ,._... . . ADDRESS~ o!el¥'O f;.;l~/J;~t/ _:· ::.~ ;-~-~A~CH,rrE~T ::W1l t(ebic.· :)n~;_A /..),~Jef:> . . ADDRESS ----'------,i'---P-H_O_N_E _____ _ . :,\:.'·:·oWNER·,:.:,;/S/\;\ ·c. :.' ·,~\:/:·.;::··: ADDRESS·· · PHONE ,1·:-,'~ .• ~: ,,' ':, • ', ,'.,':,:~-:.,~·-.. ,;·.,;.,,,,·~_,\:,:,;;',\ . ' , '.' ,·/·.1:·.QCCUPANCY· ·· ' ·· ,,. ·CONST.·-------· TOTALSQ.FT. ·-----STORIES ·:, ~; f '"--·,,: -.;:·: ·, ,.•1 ,· , ,··· , ' r : :· · · D SPRINKLERED D TENANT IMP.:'.""".,_. -,--·-· -·--.-~-----------------------:)?\:f :-'.'.,.·:·:'.:) :':::":~f}.-\?t~,?f<:~:\:?t<,~{:\,-~: :-:-·: > .,:: .· '··: .. , .,. '•. . :.·· -, : -.-" ,f ··., ·, ,. , ,_ .. ,-.·::._,,,,.,,., .. :-:,·:,:·.APPROVAL OF PLANS IS PREDICATED ON CONFORMING . ';,(~\:_,· ;: .. ·,, , ,:., ·,'.~\;'..:;-;~:\;i;~~;\];'.\: /:.,:/.;~/~)~\TO Tl;tE fOLLOWING CONDITIONS AND/OR MAKING · .. ,···/v::,. -.-,. '., ·,:.1,-.-.~:)':,::.:~:'.;;:,;_ . ·-.)_;,:~:.'\ • • , -':-, -: . THE FOLLOWING.CORRECTIONS: · . . ?:,:_. ·,' ':·-::.-:f'\\::/;//\t:':·:~::::<\Ti, :::·: .. : . . .. : . . . ::.(-:;,.-.. > . -:i_>;.: '."'·:'\:; ·.· ~-., :,-.' PLANS, SPECIFICATIONS, AND PERMITS ')'li :i _ .. ___ 1,.:::' Provide .o~e ·copy of: floor plan(s); s·ite plan; sheets.' · · · · '• '~!: ,;_, 1, :---.; " • ' ,._, ... ~ •. , : : :-:,·. ' ,: '' '·~ -~ < ' ;;;'.'~.\(i._-: .-. _. 2: ·>.Ptovi,deJVfo.,s!te pla_ns,showing t~e location of all, existing fire hydrants within 200 feet of the project. ., ) tc.; >·_:.'·pi ;1)?rovl_de Sp!:3C_iflcations for the following:· ' . . · . . · . . /:.;,::·-·-. ·_v_.11 4'. <. Permits are required for th·~ installation of all fire protection systems,(ip;;li'~, stand pipes, dry chemical, halon, . ; <;'t/i, .'':". ... ,. .: ~-al r s, h drants). Plan ust be a roy.ed bVi 1.tl.e fire d~artment prlqrJo ~nstall tion~· :-, .... -·.::·,···: · • -. · · · ~~'l(JJ,l.,I~~~~ ~, ~e, rt, ...PfVI, /1.G"f(,S -::S { >u-/c 2) . · ,,:{? :·.--· 5./: T (;)· busi1:1:ess_ o~ner, shall com ea ui ding information, I tter and return it t El fi d partment. · ····:'.'<("i_:.:,:~~.;-·,,·1\,':·-·//~:-.:)·-~;::y\\:~~{'J.~·::.~~'j:t;'_'':','·:;' '-. ' ' ' •' ' ' ··/~::)·,::'.':--' :"·~<. .:_.;;.:<\:·:•:-':-·;·'./'./:;·,;_fl RE P_~OTECTI_ON SYST~~D ~~Ufl~ '-see_,pro r-ec-f-~ : .:-::_>/.-)L: ~t .;;iTh~Jollowing fire protection systems are requirej:. uc ---. ')a.(,1 · J, ,, J .;;'.ff;'!· >, .; · . , rB'Automatlc fire sprlnklers (Design Criteria: I\:::,. r cf-J. ,/.} · ) ·,>,.Ji:'~11•• '·:: ~ , · • 'D Dry Chemical, Halon, CO2 (Location: --,------'--~---------,,.,,:.,.-----------) T'{.fJ~'-'! ,,;:. •• ,,~ ' I\::-( s • (T •,,. , , ' ,~, :-~-,:: .:·:,): ,' · · ; .. ·.o tand Pipes ype: · . ) '/;'lt'\?t>\ 0/.;.o)::i.re A(~J.~_(Type/L9~ation: ·. · ) >::'.,.,:,:/;·~(-,.... 7,.·i .-.' Fire~Extinguisher Requirements: 5:ee_, n.o ff[: I z., . 6l.A..,..p_;f-J ·. . . . ·, .:·\· ., .. ':, ·': '."'.:;,.:,. -:·· !R"One 2A rated ABC extinguisher for each <..t•rt:-0 sq. ft. or portion thereof with a travel distance to the nearest : .r;;:;-:_ .'" .. :: :.:,.-: · , extinguisher not to exceed 75 feet of travel. · ;\;} t < : · -· · . r> D An extinguisher with a minimum rating of ___ · to be located: ;)iIV-::~ .. ·_ ·:· :::/. o :~;~e~:: .... :,_, .. _; . ..,..: .:_. __ .,_, ·_·:;·-·_:~_· _., ·---------------'--------------- -'. ·' .. ;-: .--8., .. Ad,ditlonal fire _hydrant(s) shall be provided------------------------ , ', ·,::', ,;,L ,-: < ;, ; ,----,1 ~··\ >\ ~:-·, ,_,•( \-.'-'• ,,;-,: ', ,', ' < : • '; ' O ·;t,'t: .. ,::-,:· %. · · · :: . <: ... .:1o'·:·1~·: ,·:· .. ,_ ·.L. 'J · · EXITS · · ,.:-,.::,/;.·>, .. .l · •,.'>'se,e.,. 'YI.01v 1.(1 ..._:5VU,..lA , · · 1J~!J.:t. __ 9 .. .,_ Exi~ doors shall be openable from the Inside without the use of a key or any special knowledge or effort. ':/{f[~). '~/ \; ~.: .. ~ig~ ~-ting,··,;: Thi~ d_0,9! to r~ma,i9,, \Jfllocked durinQ business hoursll shail be placed above the main exit and- ,,,gdl--~-•·· '-...•. , .. .,',.doe5rs ~e...hl/tf., lw. s~.,-1 . . ~ :}~)'it~:);\.)~.): ·,::-,i\/-~' ~~·~ ... ~:~ -~" ~-l' ~ -! ." -• -' ' ··:-:1·;;:rn·.-, -.1.r;-.:.E):(,IT-slgns (6" x. ¾'~ letters) shall be placed over aH ~equired exilts and directional signs located as necessary to :;,., .:· -~ . ,., , ;J• .... J.'' clearly Indicate the,locatlon of exit doors. . · . }·. :·? t: ·1 ~-::,_. : .. -r .. ~ -:r~t-~ ~~ ... \-: ,:: .:: .. ~ ~ ,; -... ·, '-~~.~ . _. ·.. . . ·. . • -,.. .. .,.,. 1'· .-... ,,. , •. • ·"'' ·•· · ,.·-'. · . .. GENERAL . >~~ ·-_>: ~(:~~~i;~/ di~"~'~n:;~/~:r ·u~~: ~; .an; ·fi'a~~able or combustible liquids, flammable liquids, flammable gases and , -:, , -\ ~,,,·;:hazardous chernjcals shall comply with Uniform Fire Code. SBe,,f1u-«-W .slu.JL,f-'T · ·--\'".,:··:~.--_· _13. /~ullding(s). n9t approved for high plied combustible stock. Storage in clo~ely packed piles shall not exceed 15 feet . _', .·_.. ·, . -·: ·,.'.:1, .. ;.in height, 12 feet on pallets or in racks and 6 feet for tires, plas_tics and some flammable liquids. If high stock pil· ., ... ·. -· · , : ... '.:-.~ ... ,'ing_ is to be_ done,_comply ~ith Uniform Fire Code, Article 81 . .s-e,e, Jtu·fe. Z/ sl.u.vf-T .;. _:·;: · ~.;{< ·A~dlt~~nal·R~q~·i~em~nts., ----,--·-· ------------------------,. ·. ' ' ' . ' ' ' .: .,,:,ti>,:·.-~, ,1'·.;-' ~ ,· ,: , ' . ' ,,· . , \·,' ' ' -'--.... . . . · Dt)q)("' "'-:Jt 1. -1-' 1-1-"'5 11 '') W.::Z.'.2r\1--.~1i,!-JC' • · :·L.·,·-·: : ':;~~ f!~}~-{e.::~· s' KJJf: frr· e'>ttf frrm Mu~ :·· .. .~J;vov-: ~ ~ T Jrr ~1a1t-· P""'-~ ·.·' •• •. ;_,~ ,i· ::_·_;.._:: ·, ·_. r-, /,"-: ,.r:_.·_ ', ~ ---------------------------------------' 'I. • ' • • ' -• • \ •• :~ .,. ' 1<,11 : •• ; : ' ,• -.' 'j :<> · ·_:,: rr.,:-_.··---------------------------------------.. ,, • •: '\'' "'11 ,. ,.. • • ' ! ': -------,----,--,---------------------,------------;;. ' '.'·\. :· _;·. : ',/:.' .. _;; ··, .. ' '• ;. ', ·":· .. ' ·~ .. ' __ 15. Comply with regulations on attached sheet(s). .. ., \ , .. , :2 . /:· . ; ' : :, : . · :~ ·;;a~·;xarnlner ·c , . i..,.)((.1 C-~ ... •. I . /,, I Date-='"·'-'-, .,,_l--=·-'c...·•·-~·" ..,.:.1~1 .,__ ___ _ I ,, . '. ' Report mailed to architect ___ Met with -----------"---__ Attach to Plans '\ .. -,. t ' .~ I WILDECK DES I GN CftLCULftTI ONS MEZZRN I NE SYSTEM FOR "42. \( ~ ~-c.A-r c:::::, f2- \ 6 \ ~ C:::...c::;,12--P. G-P,,;JZ..L ~e,A-D I GA PREPARED BY Ralph H. Laird Uice President P .E. I LL 25609 DATED 2 /i I A l \J, 1...,Dsct ~o,* 4-}019 RECEIVED SEP 3 199f PETER S. HIGGINS & ASSOC. REFERENCE JOB NUMBER Cl?e-\[ ~ f"tzot-1 c::::rz,1Gy1 tJA-L) CONTENTS: \,, . .h.L-oEclc <5.o.~ :37q~ Specification: 4'~? -1/ 11/qJ lb, ~l~ 1 {-z.i/11 Details: ~'?, 4o~ -1 /iihJ Calculations: \ -11 .. 1 /,--t./t:tl DWG,t/ DATE -WILDECK® --·-.-' .. · . .; ' ' SPECIFICATION FOR WILDECK SYSTEMS SPEC-3 ( C-SECTION AND STRUCTURAL ) - /-1/-'1 I .. 1. FRAHING SHALL CONSIST OF THE FOLLOWING. A. WILDECK COLD-FORMED STEEL THAT MEETS THE REQUIREMENTS OF ASTM A570, GRADE . 50. DESIGN IS IN ACCORDANCE VITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD=FORMED STEEL STRUCTURAL MEMBERS". B. STRUCTURAL STEEL AS SHOWN ON DRAWINGS IN-ACCORDANCE WITH ASTM A-36. DESIGN IS IN ACCORDANCE WITH AISC ...!!SPECIFICATIONS". 2. DECK MATERIAL SHALL BE 1-1/2" 2:%-A, PI7;? J?d'DfteµTEEL,: J/J:J;>F; JPh.)!.~~~-. -THE--R~E_Q,~IJl]:~;:;~)'A ,OJ~ A <,ti . #n.t'~~z~~ ~~.AJWJ(SAS INDICATED ON DRAWING. DESIGN FOR ROOF·-D-ECK.-3:S IN-·ACCORDANCE ¥.ITH ;.rs: "SPECIFICAT±GN--:?OR THE DESIGN OF COLD-FORMED STEEL ST-ROCTTJRAL I-IEMBER.S". 3. SUPPORT COLUMNS SHALL BE TS G; ''.,r k,"X 3/16 {SQUARE WALL) STEEL TUBING HEETING THE REQUIREMENTS OF ASTM A500, GRADE B, FY -46 KSI, OR AS INDICATED ON DRAWING. DESIGN IS IN ACCORDANCE VITH AISC SPECIFICATIONS. 4. ALL BOLTS SHALL BE IN ACCORDANCE VITH ASTM A325. 5. 6. 7. 8. 9. ALL RAIL FOR HANDRAIL AT OPEN ENDS OF MEZZANINE AND STAIRWAYS SHALL BE 1 114" ID SCHEDULE 40 PIPE. BRIDGING, IF AHY, SHALL BE CRCl. 5" -16 GA. STEEL. ALL MATERIAL SHALL BE PAINTED WITH ONE COAT OF ASA49 GRAY PAINT. f~:-...-r·· ~''-Cc. ~hJ,l..'r.,,~Aoi..•....;.-~ ""'rVr; 1 4·__.., • -"' L ,... _. .,..,...,_ ,.,. t'· /r,.c._/',A",.,.__C!' ,~ t \Ll,..~ -:,. .,~ ~ w COLUMN BASE PLATE FLOOR ANCHORS SHALL BE·l/3" OR 3/8" DIA(¾(hLY ~AiGLT CONCRETE ANCHORS OR ENGINEER APPROVED EQUAL. OWNER SHALL ADVISE WILDECK MEZZANINES, INC. OF CONCRETE FLOOR THICKNESS, AND OWNER SHALL ADVISE THE INSTALLATION PEOPLE OF ANY EMBEDDED FLOOR OBSTACLES THAT MAY INTERFERE WITH THE INSTALLATION OF FLOOR ANCHORS. ERECTION, IF NOT INCLUDED IN CONTRACT, IS THE RESPONSIBILITY OF THE OWNER OR DEALER, AND SHALL BE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. 10. CONFORMANCE WITH LOCAL CODES IS THE RESPONSIBILITY OF THE OWNER. ' · ·· 11. THE WILDECK SYSTEM IS DESIGNED FOR _ __._, -=c_=-""5.._ __ PSF LIVE LOAD AS SPECIFIED. 12. DRAWINGS & ERECTION MANUAL SHALL BE PROVIDED BY WILDECK MEZZANINES, INC. DWG.#, ' DATE S'j , ¼~I rr I u ~ ... I U. B. C. CODE: WILDECK® STA.\R ( JR€( ) i( ) Te( ) ------ l I . Pl.A-N \/\EW E.LLYAtnoN VlE.W s E.C.,\ ON .SE£. Sr\1 Sb- I (p··1 I .. B .. i7 i OYl:.~A.L L ·w1CTti -3· = C.LE."'-R. wn:::,,H :'i'! ( I ) ~ I "--TUB€. COLUMN ( \ f-PROV\Dl::. t>) SE.E. 5 ri"T SD --3r-o R i Dl: . ."T"\LS I I i I ~--+}.. "'' DWG.# I DATE _ CL.a ~s.o __ :C°f?EA o ----- '' -WILDECK® 3/%_ _l'::? l SE.1? s·o-3 ---__ A_~ ___ o P ~~ --D ~_j_L.- ·-\_ -··-... bf~-;, , ____ _.. ; . -: :\-. \._ . ··a~-. . . -.. - MlN(Z.)°7°; ,:i½_• t:50L"TS TO BE Fl£LD CRILLEO INTO FRti.MING 0R PL.A.TFoRM 5£t PR.OJ~C..T cw<;;· FCR-RfT- ~TR\NGE.R . 1'81~x3·LG. CONC- NICHOR-SE.E t>W<::l II c B-1 R>R. A.NC.HOR 801..T INST.0..l.\..A"TION INST. SEE CW<:i. .... Se.c..-roN A %~¢:itlf BOLT?. STA\~ RAIL UPRIGHi" DtTA\\.. c· c:;-·% 9Sx3-CONC. / ArQ\OR. SE.E. t,NG--11 C. B-1 +PER.COi.. %~x l,t. BoL'T <2)PE.RCOL USE '2.00lC"2."SPAC.ERS AS NECES~TO CLEAR BOL"T HEP,.C)S S'-.C..T\ON ''B'' 3/e~ir?.0 U:r. CONC. Att:..HoR. ') S&:.E D'w616C5-f(4PtR.COL) s,~,R cOLoMN Dt:T~\Ls (WHE.N PRO~ IPCO) _ )%0~1}z_··BOLT -I ("-) PERCOL. N-'2 • •\ MIN.(2) 7[¢" I½." BoLTS To ~ Flt Lt) ORJLLtD INTO FRAMING. USE. '2~~,s~crn~ TO CLEAR SOL, °"E.~t>S SE.C:f )ON "D" I - ~"TA.t"CON~ Fl<LI> 01>.ILL A HOLES 6"-'::a'-f'L~'E DWG.,# 'l,,,f' ii DATE ::i:z.. ~. ~,orz_ WILDECK® 7.: '? \~ C,.c:,12--f7 .. C,Aeth@kD, CA 124, 4.,0.~ 71q B M~Z'2-Au11'J-E:-D~~rJ ~~Pl~ ~ U, ei.c... LoOE )~ 5~ ~~Mic.. ~e 4, ~orJ 2?1ud) .. v~ ~ i--,~$ c:p: ~~ r'i~ 012-~ ~ -Mbe r -~lf'L.EM~'rS OF u. ~.C..., \i::,e~. -- ([::) C HtZ-k'-lv1 F!izz..A-tJ, tJ~ t::.ez:k.. p,s, Z06fA, ~r t:e:i:. 1Y~'< jT1'PE: er ~I~ M-'11"1 A6I \ f1 =-2-Di CCD ~ L ~ ~ttr: 2-) b :,. M/4 -_w:.. _ (,'½)/i-;y;_,½f P, h ? -B~ CBX,~i) ~VJ011 s, ... I .... ct_ ~ DATE 12' k: ' Ke;o,.,r~ l~ i ~ U:>g.F! C~ BA-r.::>1 CA, WILDECK® vltlJD cJL ~ .. o::d: 37416 Type 8/BW Wide Rib Deck Also manufactured at Kansas City and Minneapolis ~-6" Safe Uniform Total Load-PSF, Type B/BW TT n ,'4· Nam. Number of lype s·-cr s·-s-&·-er 6'-S-1·-cr 7'-S-a·-o-Soans a·-s-9'-o"' ~~ 1 Span 22 94 73 58 48 41 35 3CT TYPEB TT 20 118 91 73 59 50 42 36 18 167 128 101 81 67 56 48 42 37 ffi" 6' 16 214 164 128 103 84 71 60 52 '45 r-U-Ji~~~-Nom. 2Span 22 110 91 77 65 56 49 43 38 20 135 111 93 80 69 i / I r · 60 53 47 42 ! 3CT TYPE BW ) t t t . 18 177 147 123 105 91 79 69 61 55 1w/, I(_ _./ 16 224 185 155 132 114 Section Properties, Type BIB 3Span Type Design I s W.ightPSF Thiclcness In. 'IFL ln.,'FL Galv. Pld. t t t 22 .0295 .191 .207 1.81 1.73 -20 .0358 .232 .252 2.16 2.08 18 .0474 .307 .333 2.85 2.77 16 .0600 .390 .419 , 3.56 3.49 Roof Deck Design Notn 1. The tec:hnic:al data contained in this catalog Is based on the provisions of !he latest edition of Light Gage Cold Fomllld Steel Design Manual as pubrlShecl by lhe American lrDn and Steel Institute; and also conforms to 1he specifications of lhe Steel Dec:lc Institute. 2. The following criteria were used in lhe l)U)listled loadings. Deflection character· istics for steel deck haw been derived in accctdance with lhe requirements of the Steel Dec:lc Institute. Design Moment Deffect1on One Span M • fS • wL2 x12113 D max.• .013 wL 'x 172&'EI Two Spans ·. M • fS•wL2 x12A3 0 max. • .0054 wL' X 1728/El Three or more spans M •rs• wL2 x 12110 0 max. • .0069 wL' X 1728/El 99 87 77 69 22 138 114 96 82 70 61 52 45 40 20 168 139 117 100 86 74 63 54 47 t 18 222 183 154 131 113 99 83 71 62 16 280 231 194 165 143 124 104 89 -16 3. The amount of ~load · is • All loads are governed by !he allowable flexural . of 20 KSI. . de!lecticn does not exceed 11240th of the span. 4. Span length assumes center-10-<:enter spacing of supports. Tabulated loads shall not be increased by assuming clear span dlmenslons. S. The rib width limitation shown is laken at the lhooretical inlelsedion points of 1tle flange and web projections. PWG .. ~ DATE tZ, \l., ~"'t'oe,_ WILDECK~ t~I? Ge>~ 3 ¼ CAJZ.t.6.BAD r CA, OFd ~ • ~l\-lDtUL ~eO, ~1qf:> 12" WI LDECK 12C 12 EWF PROPERTIES MATERIAL IS COLD-FROMED STEEL MEETING ASTM A570. GRADE 50 THICKNESS= 0.105" . RI= 0.125" RC = 0.125 + 0.0525" = 0.1775" RO= 0.125" + 0.105" = 0.2!N 2 1/2" ITEM WEB RADIUS FLANGE STIFF ENLARGED RAD I US SECT I ON V2 = 11.54"/2 + (0.637 X 0.1775") = 5.883" V3 = 12" /2 -(0. 105" /2) = 5. 9475" V 4 = 12" /2 -0.23" -(0. 77" /2) = 5.385" LENGTH V LV"2 10 12" -(.2! .. X 2) =-11 !54" 0 11.54" 0 13.447 4 X 1.57 X 0.1775" = 1.114" 1.114'" 5.663" 36.59 0 2!5" -(0.23" X 2) =2.04'" 2.04'" X 2 = 4.08 .. 5.9475" 144.32 0 1 .. -0.2!'" = 0.77" 0. 77 X 2 = 1.54'" 5.385" 44.65 0.01 SUMMATION OF LV'"2 = 227.57 1n'"3 MOMENT OF INERTIA (I)= 227.57 X 0.105" + 13.447 = 37.341n'"4 SECTION MODULUS (S:I/C) = 37.34/6" = 6.22 1n"3 ALLOWABLE BENDING STRESS (FB) = 0.6Fy = 0.6 )( 50000 ps1 = 30000 ps1 • MAXIMUM MOMENT (Mr:FbS) = 6.22 x 30000 = 186600 lb-in or 15.55 k-ft ef:0/40 t:ti~iQA FI\IP C)l/,e_. -------:..,.r;;a. \2C.IZ.. tf{~~ P1Wllt'1q ~ A 570 ~ =-~~( . c~-tx: ~~-? ) 0~t~ ~112-0Ee-____ ___,_ WIZ~'ZG:, 1 A~leP ~ Ail.,. f1oM~ = h1~ (~!HPL-e-~ArJJ Aa-. 11&1f"i-!-r ~ \J .. P-= (i?S) { 8.~ I.. So)==-IC! ,, l'l'r B ce)(1cco) .IY- \lll4-~ c:-~,~~ /.,~ .ow·G.'# 5 OF\\ DATE °?,ll., ~TOtz-WILDECK® 1/.¾i l~t~ u::2-?, c.A12tbBA.D J ~., ~I w,~ -G~o:ai-a1-Cfb C-~ Dert-s:noJ @.. ~L$V~ .b-= wa. ~ { 4-.J -t-~a') (24-){ E.) c:c.) b-== (!_:i-6): 4.6)=3,{i1z5X 4-x \\,'?. + ? x 4.~) (:z4--) {~I tx:0 /fXD) ( zo4') b =-ro.rob' L/~ = {4.~){17.,) ti t _ _;..__=CJ,16'° -t" ... c)l!:.. .:;3G,;,Q c;:: 't ::JI II ~ I( X' (o X 110 Hl3ET1N &j MTP1 A~1 cqeA-De" ~ rr~~~, klar2-t:1AJ < ~J(OJ P=U~y,,,qtGJ(6:z.q):=:-l~.c;b /000 hov1.~ot1 +cJJ ·_-fnvc.e ==-ljo o-}-ve.v+teaJI +ovc.e k;~ f\,t)+ l~.s --tf---ei-1 ·t Zco -tl=._ =-.. -z..~ ti ,~o f( \ ~lea,v ~etq \\+ ::: \ oE:> ( tmdev detvlth!«-. J bo (.\-kte ) Av~ c. thz..1 ~~e-+wr, ~JI.{$ ==1.q a ~Ju.l~ o+ 4~v-ev-hOY1z-Z.~ \nwkU{ c VJ,{? . . ...:.• ~-...:'-~ ... -· _ .. -~ ~ ·DWG: '# DATE 12, \L, lleA'fOf2-WILDECK® i ' Yi~ \-St~ ~,z..p; ~,, ~~~ I ~J c\\ \-<f tvDez:t ~.o ,• -a.7'92:> ~ .. (-z_. l)(1ob) = q1,, IO z,iG? Fa -$ I 4-;1~1 I P/ l~,r;;e! / _ ~ ba, === /A,::-/tr.z.1 -1 d8 ~, ~/~ 1t5.e,1~, fb=-2-7,~~J bb~G,~(izo) =3.02-~, r:-, ~q 3X,(XX) J -3,io -+-Gf'!?Y"/;.6£,/) ~ Lo \4-."lb G -.,,:;t.,)1..,) O, 2 \ + 0, I I&:, L l. 0 L.. t ,,-ck. 0, 32-(.o -I ,0 .., ~ ,DWG.,# DATE t;?, k', t:"eATOIZ-WILDECK® { Ori\ ;(¼ t:t l \-S.~~ ~ ~rz.L~~D, cA \LI~ 4.0,# -3745 Pr :.~1.zs)'11.qG}6.~t5) == t}.z~ ) cx::::c:::, ta.-= 4·2¾21~ o.q4 ~l bb ;(524j(Ju,") : 7-"13 ~ (1-q~Xt(a)) o. D~(p + o,z,~ ~ 1. ~3 o. 34-& L-), -?-3 ,',~ ~ \/ I/ \ II ~ C~ ~c..Hoe.G ., ;,z X G:,/2,. CHeM~TUDS., A32/5 f:i?-oD U~I~ ~€)W\\l.-V~ {~ ~~. e, f "{ ) o-/~Uaj Mo"1f.ff-1r--· or~ ~i,( )(tic:) ~ r,,z, ed;;' P,," ~ ,zs;:::( ~, I q,) I 01'?.t. (p..,~ ~ -·-··---}\ 1uMUtirJq HoM~ f:().JtJlff' ~,r-.i-r ~ ,. 0 1'' Z &?z,ee:£ff-Q(ol~.~~ U{q,~) -;-c;;, i--J-t-----r:~::-.~:: h-_~,-l:.-i------i. I/ (p7_ 1 ercJ''' --I Z&B''f_ tf {q,~ )~o,___ _____ ,z._----4 __ _ G~&llv-r.)Mi5) -::-a ~ ~ :585~ :::-t,\ t.1/2.. =-1-erGI.OY\ eacft aMC[w = "2-9 2-7 ~ Aw.1e-.~1ct-.1 = ??~o ZCf.Z1*-L ~~ :.~ -:>o~:· I • 1 --.:... ..... .. ; .... .. -::;;,,: ... -.. ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Cositit&"'' e 1t1a l(Jt1 r~h,•.t4'"" 'wftir•. w F1lln9 Category: FASTENERS-Concrete and Masonry Anchor, RAWL-BOLT». RAWL-STUD. RAWL STEEL DROP-IN. RAWL CHEM-STUo••, RAWL SPIKEa, RAWL SABER·TOOTli SELF-DIULt.lNG A~CHOR. RAWL R'S DROP-IN AND RAWL-DRlVES THE RAWLPLUG COMPANY, INC. TWO f.B. POWERS SQtJARE NEW ROCHELLE, NEW \'ORK 10S02 I. Subject: Rawl-Bolt•, Rawl•Stud, iuwl Stetl Drop-in, Rawl Chem• Stud,., ~awl Spike•, Rawl Saber-Tooth Selt-drillina Anchur. Rawl HIS Drop-In and Rawl-Drive,. pm he icd ex er fl the , mpr g .ind undcn: ing the cum:rc:tc. Report No. 4514 June. /988 ' D. Rawl Chem-Stud: The Rawl Chern-Stud is a heavy duty adhesive 1nch¢r for use in sto~ 1ggrcgatc co~~te. The anchor is designed to provide a combination of the positive performance chlU'llcteristfcs a.~- ated with the ~st-in place anc:J;ors and the lnAt.allation benefits of drilled-in anchors. The anchor consists of a self-contained two-part adhesive capsule. a 4.5-degree chisel-pointed threaded anchor rod, a nut, and a washer. The Chcm-St\ld C11psulc is a sc1!ed glass lllbc which is filled with an unuturated polyester rciin and quartz filler. A smaller sealed glass tube Is suspended in the resin and is filled with a bcnzol peroxide hffllcning Clltalyst. A specific capsule size is provided for eac:h diameter. The Chem-Stud thrc11dcd anchor rod is manufactured from three (3) t;ypc:; of m:iterial in di,nnctcrs of 1/1. inche!l to 11, .. inches: ASTM A 307 ci&rtxm slccl ASTM A :424 (AlSl 4140) carbon steel ASTM A 276 Type 304 stainless steel Nuts for the A 307 and A 325 rods are n1:1nufactured in accord~ with ANSI Stnnd11rd 818.2.l. Nuts for the 1ypc 304 stainless steel rods are manufactured from 'fype 18-8 sttlnless steel in accordaru::e with ANSI Standard BlS.22.J. WasMn for the A 307 and A 325 ivds arc manufarnucd from ClOlO sted In accon.bnc:c: with ANSI Standard B 18.22.1. W.Uhers fot I.he~ 304 stainless steel rods are manufactured from 'fype 18-8 stainlc:» steel in ac:cor1.111nce with ANSI Sllind:ud B 18.22.1. The carbon steel anchors if1.. eluding nuts and washers (except 7/1 inch di:imeter). nre plut:d with ~m- merclal bright zinc with I clear i:hromare trci&tmcnt in acc:orda~ wi%h ASTM B 633. The''• Inch diameter is mec:hanica.Ily &alvaniud i:l accord- ance with ASTM B 695. Allowable 1tnsi011 and shear values m noted in l'J'able Nn. IV. · The anchors are installed In a P.redrilled hole havlna the diameter listed in Tobie No. IV. Holc:s must ~ dnllcd with a bit which ~plies with ANSI Standard B94.12. The hole is drilled to the embedment depllu lined in Table No. IV Al'ld cleaned O\lt usina ~mprcssed air. The adhaive C2ps!,lle is Evaluation rtporu of Jl;BO ·evaluation s,nice, Inc., art issiml 1okl, ID prol'ide i11/ormatlon ID Class A tnlmbln of ICBO, utllkit:1 th,~ lfPOII which t/u npcrt u baud. Evaluallon r,ports an 11ol to be con:tnu4 OJ r,pr,untlnt OtJilhdic1 or any other tulribu/11 not sp"i/icall, iiddns11d 4a, a Q1I tndorumtnl or ncomnmuJa1Ionfor us, o/lht .tulu,d r,part. Thls r,port ls bastd upon /ndtp1nt!111t l11Js or othir ticlllfical ult: ,ubmllt,d b1 t!le appl!cant. Tb ICBO Evaluation Strvlct, 1 nc., t,chnical ~a/I Jiu r-,vltt,td tlu t,st r,s11lf1 ondlor other daJIJl hUl tkls not ~sstJI U1tfa.cllldts lo mak, an imltJHndenl viri/katwn. Thtn b no warr,znq 1,1 TCBO Evaluatwn s,n*,, Inc., ,:rprtJS or Impl ttl, iu to Oil[ 'Findi"6" or 11/lr,r mailer in tht report or aJ to any product col'tttd bJ th, nport. Tllu ills(la.l.mtr Incl11hs, but u not Umlu4 to, rrurcluutttz1JUU1. .r:---..... . ~"··'-.·-- vf e.\"'." I\ F.ase t er 7 TABLE NO. IV-RAWL CHEM-STUD"' ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (Pounds)1,2.3 f'c= 4000pal ANCHOR EMBEDMENT Slwar SIZE DEPTH (lnclwa) (Inches) Tenalon A3t11 A325 SS304 3/a 3½ 1955 1100 1835 1405 ½ 4¼ 3360 1960 3025 2500 5/a 5 5145 2995 4865 3915 3/4 6'/a 6055 4400 6845 5635 7/a 7 8775 ---1 8¼ 9285 --- IThe tabulated shear and tensile values arc for anchors installed in stone aggregate concrete having the designated ultimate compressive strength at the time of installation. l'The tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six-diameter spacing and three-diameter edge distance, provided the values arc reduced 50 percent. Linear interpolation may be used for intermediate spacings and ed_ge margins. 3'The anchors cannot be used to resist tension forces in overhead or vertical installations. Report No. 4514 ( C ( ' DWG.# DATE • l<Dq::: ' 1/i¼ I\ 1/ 12,lL, ~ WILDECK® I~ l~ Corip, ~AD,CA• W l L.JDei:1:'.: ~, 0, ~ ~-,qe_, CHECK JOIST TO GIRDER CONNECTION ~ 1 2 .. C-SECTiON _..,.,.,- 1 1 /4" I : =+ 3·· ------5 X 3 X 114 L + ___ _ . -----X 8 1 /2 LONG CHECK J /2" DI A. BOLTS JO I ST TO ANGLE Si NGLE SHEAR K = 409 FOR 1 /2" DIA BOLT_. A-325 p ALL = 3 X 4. 0 9 K = 1 2 2 7 K PER CONN CHECK 1 /2" D!A. BOLTS ANGLE TO GIRDER SlNGLE SHEAR ECCENTRIC LOADING p ALL = 1.87 X 4.09 K = 7.65 K PER CONN CHECK 1 / 4" ANGLE FOR BEND I NG M = P X 3.688 20000 = 3.688 X p .25 X 8.5 2 6 P = 16323 # / ANGLE = 3 688 P 3.01 . .12, IC· ~012-.. D.WG. '#· DATE WILDECK® ,r ~¾. l~I~ Coep, 0):: CA-t2.l.6eAD, CA \ \ ~I Wtv~~~o,.,c ?>7"1f::> fb... ~\/~ct, 1/z.2../tt:t I CHECK EDGE DiSTANCE ON C-SECTION. TABLE 1 F FOR 50 KSi fy FU = 65 KSI PALL = 40 6 X 3 X O 1 0 = 1 2 1 8 K EDGE DI STANCE ON ANGLE = 1 .31 2" 36 KSI fy FU = 58 KSI p ALL = 36.3 X 3 X 0.25 = 27.22 K CHECK WEB TEAR OUT (BLOCK SHEAR TABLE 1. G) F\LL = (C 1 + C2 ) FUT Cr = 1 0 , C 2 = 1.0 CONSER\.-'ATlVELV p ALL = 0. 1 8 7 5 X 5 8 : 1 0. 9 k X 2 : 2 1 . 7 5 K p = 0. 1 X 65 = 6.5 K X 2 = 13 K ALL CHECV. SHEAR FOR 1 / 4 " ANGLE (8.5 -3 X 9/ 16) X 0.25 X 0.3 X 58 "9 ·3 K = ~ .b FOR 0.1 C K = 1 1 .85 (8.5 -3 X 9/ 16) X 0. 1 X 0.3 X 58 CHECK CONNECTION TO COLUMN 1 /2 .. DIA. BOLTS SINGLE SHEAR ECCENTRIC LOADING THREADS NOT IN SHEAR PL_ANE p ALL = 1 . 8 7 X 5. 8 8 K : 1 1 . 0 K • :rsis co:r;:p Wildeck Mezzanine Location: Carlsbad, CA Prepared For: Wildeck Mezzanines, Inc 405 Commerce St Waukesha, WI Prepared By: Peters. Higgins And Associates Consulting structural Engineers 1225-F North Pacific Glendale, CA 91202 (818) 549-0072 Peters. Higgins, S.E. Job Number 54 July 27, 1991 This Docunent and the design it contains is copyright by Peters. Higgins and Associates. It is provided as an instrlllleflt of service, and shall not be reproduced in any fashion without the written permission of Peter S. Higgins and Associ · • REPRODUCTIONS OF SIGNED COPIES ARE I PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: July 27, Isis Corp 1991 Job No. 54 Sheet ii 1 2 3 Table of contents Reference Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1 Documents 1.1.1 Drawings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.2 Specifications, Details, Supplementary Calcual- tions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 2 Loads ............................................. . 1.2.1 Vertical (Dead plus Live) 1.2.2 Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 2 . 2 . 1 General ..................... . . . . . . . . Configuration 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.1 Check Deck •••••••••••••••• . . . . . . . . . . . . . . . . . 2 • 2 Check Beams • . • • . • . • • • . • • • • • • . . • • • • • • • • • • • • . 2.2.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . 3 Check Girders ........................ . . . . . . . 2.3.1 12C12 2.3.2 W12X26 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.4 Cold Formed Beam Properties •••• . . . . . . . . . . . . . 2.5 Connections ••••••••• 2.6 Check Posts •••••••••••• 2.6.1 Load to Post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.6.2 Post Properties and capacities . . . . . . . . . . . . 2.7 Seismic •••••••••• 2.7.1 Base Shear 2.7.2 Design . . . . . . . . . . 2.7.3 Post 2.7.4 Base Forces Combined Plate . . . . . . . stresses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Slab on Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 5 PETERS. BIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Isis Corp Job No. 54 Sheet 1 Jl,lly 27, 1991 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the struc- tural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawings Wildeck 4199 sheet 1 Rev •. 3; sheet 2 Rev. 3 1.1.2 Specifications. Details. Supplementary Calcualtions Wildeck 16 sheets (S~xll) 1.2 Loads · 1.2.1 Vertical (Dead plus Live) DL = 10 psf; LL= 125 psf 1.2.2 seismic 1.2.2.1 General Thus: < w V -213 8T within the range: __ , 0.03W~V~O.I83W Where: Z=0.4 I=l.00 'Rw=6 (Strictly speaking Rw=12 as the "girder" is the base- plate,· and the "connection" is the base weld which is capable of fully developing the flexu- ral capacity of the plate) C= l.25S T213 S<l.5 (unless lower value per- mitted by soils report) W=DL (+ LL/4 for storage occu- pancies) T may be determined by any rational method, or the default C/Rw of 0.46 may be used. PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Isis Corp July 27, 1991 2 configuration 1 2.1 Check Deck Job No. 54 Sheet 2 Max Span< 3.1 ft; M < 1.63 ft kips/ft; Smin=0.08 in3/ft Any 1¼ deck AMPLE 2.2 Check Beams 2.2.1 Tributary Width< 3 ft; Span< 16.5 ft Design Forces and Requirements w<0.41 kips/ft V<3.34 kips M<13.8 foot kips Sxmin=5.51 in3 Ixmin=26.1 in4 (LL/240) 2.3 Check Girders 2,3.1 12C12 12C12 O.K. Tributary Width~ 8.8 ft; Span< 11.1.ft Design Forces and Require- ments W<l.09 kips/ft V<6.1 kips M<16.8 foot kips -• 3 Sxmin=6.73 in Ixmin=21.5 in4 (LL/240} 2.3.2 W12X26 Simple span forces per above 12C12 say O.K. (continuity neglected} On overhang; Tributary Width< 8.8 ft; Span< 4.5 ft Design Forces and Require- ments W<l.09 kips/ft V<4.9 kips m<ll,0 foot kips Sxmin=5.51 in3 Ixmin=33 in4 (LL/240) W12X26 O.K. I \ \. . i ' I .. ' ,·· .'' < \ ,! ', ,,, •.....--~.· .< . \/\t ~ l'f, .... I - CA,-l,~ -.. '\~.;3 PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Isis Corp July 27, 1991 2.4 Cold Formed Beam Properties 2.5" -11,, N t 2.5 connections 12012 Sx=6.22 in3 Ix=37.3 in4 R 3.SR V Boll= 3 :M Boll= -6 - 3" typ V,01 = R~(½r +(3~5r =0.67R Job No. 54 Sheet 3 Note: Connections to columns and other connections not required to resist moment have capacities of> 12.1 kips 2.6 Check Posts 2.6.1 Load to Post Tributary Area< 92 ft2 DL < 0.9 kips LL< 9.2 kips (UBC 20% reduction) Ptot < 10.1 kips 2.6.2 Post Properties and capacities TS 6X6X3/16 A=4.27 in2 S=7.93 in3 r=2.36 in 2.1.1 Base Shear Kl/r=94 Fa=15.5 ksi 1.3JF'e=22.5 ksi Pa=66.3k 1733P'e=96.lk Mxa=241 11k Us~ Code Default Values for cs , V=O. 18,JW=O. 59k PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Isis Corp July 27, 1991 Job No. 54 Sheet 4 2.7.2 Design Forces P<lo.2K V<0.59K GE~co.59) cii::t)=65·~--~ 1o ~ · lo .... 2. 7. 3 Post -Combined stres·ses 2.1,4 Base Plate ~ ------• D D • • t· __ , --;-1<-:--~ -_w ----.,.¥~ -~ P 0.85M -+-,----.-- Pa (1-~)M 1.331', a 1-v =0.41<1.33 ~ f' C Jo" From equilibrium: (D)(e)(0.85f' 0 ) = P + T (~-a )m+(~(P+T);'E Simultaneous solution yields: e=0.53 in. r---,, T = 0.6 kips Stability limited by bending in plate RM 5 P( ~c) + ( l .33)(0.75)(36)D; 2 =71.1 inch kips> OTM Tbolt=T/2=0.3 kips per bolt Use min. 1/2" diam. ICBO approved expansion anchors. · · o. IC. Minimum embedment 3.0" into slab. ') s- ., PETER s. HIGGINS AND ASSOCIATES ' CONSULTING STRUCTURAL ENGINEERS Project: Isis Corp July 27, 199·1 3 Slab on Grade Treat slab as equivalent unreinforced square footing p + Le H f f f Oa f f t 8 =38.3 in =_!_(B-b-t) Le 12 2 =0.89 feet =4.74 in kip/ft Where: P = 10.2 kips b = 12 in. (average) t = 5 in. (verify) f'c = 2500 psi (verify) Qa = 1.0 ksf =50 in3/ft =0.095 ksi s~ff CJ =---Callow 1. 7 =0.095 ksi Job No. 54 Sheet 5