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HomeMy WebLinkAbout1958 KELLOGG AVE; ; CB901288; PermitBU 1 L DI N·G . O.i/22/9,1 15: ·47 ·. · Pag·.e 1. of 1 Job Address: 1958 KELLOGG AV J?e.rini,: Type! INDUSTRIAL BUILDING Pare-el No:. Str:'. " .. ·· ,, . Fermi t No.: (;)?9012 88'. .Protect N:o·: ·A90,O142 9 . J)ev?lop.i:p.ent No: -FJ,::' Ste:·: · {M;,:-;:;-tv ;.:..,, '9·. 4 ·,v~...:1 ;;,1 . s;,.*'_, -VJ../ t!.c...1-.J... V\r\J ~ · '-J~. 02 . -, ~ C-PRt1T ·7·1tf?!,./(:.(~.-: Valµation:: 1, 2 5·2, 2 37 . . · Construction Type: VN , ·.... <· ... -CJ<. f3~4 3cp PIP 90-2 · . ~Status: ISSUED Occupancy, Group : · B 2 · Descripti6n: 31964 SF WHSS, . : .COMPLETE. BLDG Class Code: 6936 SF OFFICE TOOLTRONICS . App.lied: .. 0$/0B/9.0 Apr/tssue: 01/22i91 Validated By': G:iD . ·Appl/Ownr 019-452-'318-8·. Enter uy» f6r Plumbing Issue Fee ·Each.Plumbing Fixture or Trap ·Each Building Sewer · Each Roof. Drain . 'Each Water Heater and/or Vent , Gai Piping System * PLUMBING TOTAL > > > > > ~ · · Ent_er 11 Y11 fo:r.· Electric Issue Fee > Three Phase Per AMP > *·ELECTRICAL TOTAL ($10 Minimum) Enter ~y• for Mechanical Issue Fee> lnstall Furn/Ducts·· · > .Each lnstall/Reloc Appliance Vent> * MECHANICAL TOTAL 21. 0"0 1.00 . 7.00 ., 1.00 1. O·.O 7 ~ 00.-· · 4,: 00 '2. S-Q. &. 50 _-: :t.. 50 .. ·i. s.o·· . : 2. •. 5 0 9;0Q .4 ;.50 ., . l ...:, • 17541. 0-0. 9.438?:, 0({ 7 ... ~.9 ¥ 52>;'·6.0 ,, ·. 6.50 17.50 . 2. 50 .. 2. 50·:·. ~-~. 09 · .. _5 :oo. '/. -600-.1 0'0, --.\ 60,5,.00._ .1s ,p·o: ¥ . 53·_.:oo. ·ur.O0· 9f?·.uo, . . ' PERMIT-APPLICATION C-ity. of Carlsbad Bu_.1ldi11g Department 2075 Las PaJmas.Dr., Carlsbad, CA 92009 (619) 438-1161 . (I -ESf.. VA_L. ___ _,/44-_,....-;;c.· .,..· _· --,,J~---,--- . PLAN _CK DEPOSIT-"----'---"--'·-<¢=· .. L., ;Z,1t.·. _: ~O-V~_ VALID. BY~---'-------'-.;.-· ..a.··,,_,. ;;,.···.::;'t)~c_=·;__ DATE,----'--------,,.,..----,,-4,¢.,.c...Q,.~.,c..;-,;;~:e../_ . 1. ,PERMIT TYPi. . . . A • 0 COMMERC_IAL TENANT IMPROVEMENT .B • -~ INDUSTRIA~-[]NEW 0TENANT IMPROVEMENT 7269. 08/08/90 C001 <i1 ·02 C ·• 0RESIDENHAL 0APARTMENT 0CONDO 0SINGLE FAMILY DWELLING 0ADDITION/ALTERATION· C-PRMT 2700. t-~, 0DUPLEX 0DEMOLIJION 0RELOCATION 0MOBJLE' HOME QELECTRICAL []PLUMBING QMECHANICAL 0P6oL l;JsPA 0RE:rAINING WALL 0SOLAR 00THER_·--~-~ 2.. PROJECT INFORMATION PLAN CHECK No. . · Addres~. 1958 Ke Hogg Avenue Building r Suite No. .· . . · N~~r~st cr'a'ss Str~ets Camino Vida Roble gcarl sbad Airport LEGAL DESCRIP-TION· . . Lot No. ' Subdivision Name/Nuroer . . . ~hase No • Gen-tr(=_ Unit "No •. . 37 Carlsbad Tract #81-46 ·cHEC z New construction 'bui ld:i na 38 900 B_LDG. SQ. FT[;'. . . , . of a single story with mezzan:,:tilie conc:r~te tilt-up office/industrial #oF sToR1Es single story with mezzanine. 3.. 'CONTACT PERSON NAME Mark Langan cm San-Di ego. ADDREss 9868 Scranton Ro-~d-, Suite 150 sTATE Ca ZIP CODE 92121 · DAY TEtEPH~NE (619).4"52-:3188 SIGNATU.~E . ·4. APPLICANT CONTRACTD AA~ Smith consulting ; 0AGEN~FORCONTRACTOR OowNER. _XJ.AG~NTFOROll~~R(arc::bitect) 1 tects ADDRess 9868 Scranton··Road, _Sulte 1!:i0 · .. · cm· San Di ego STATE CA Z!P CODE 92121 • D~Y TELEPHO,NE (619)-452-3'188 -5 •.. PROPERTY OWNER NAME-c~_ntre Deve Topment cw Ca:r1 sbad OWNER . . 1J LESSEE . o TENANT . · ADDREss 1921 Pa 1 omar Oak.s Way, Suite 300 STATE CA ZIP CQliE92008 D,A.Y TE~EPAON~ (619 )931-0244 6. CONTRACTOR NAME MoCormi ck cm Burbank Construction Company STATE CA ADDRESS Z-IP CODE 2507 Empire Avenu~ 91504 .DAY TELEPHONE (818)84.3:-2010 STATE L!C. :::#=2=-4_5_7_5_7_ S_IG~ATURE ·DESIGNER NAM LICENSE ·CLASS CJTv°·BUSINj:SS LIC. # A,'B, C8, C39 C29?C33 T.ITLE DATE . Q8-.Q7-90 . Aooen 9868 Scranton Ro~d, Suite· 150 Consulting Ar,chitects ::'."'""_c_1..,TY-:-,---,.~H:::-~~~l-"---------s"-.T;.;.ATC.E-l,,A--':;:c....:.:.:.;;.;;u....LL..L--'-----'-.a....:'D:.:.A:.:.Y..:.T.:;E:::lE:.:.P:.;;HO:.:.N.:;E.J·,..l,.oL.1...t..,P:.,"'-"..::..:~.!.lloL....:.:.:.:;.z~a::,:..:::!==,!=!:-1 7. PENSATION Wor.kers' Coo-pensationpeclaration: I hereby affirm that I have.a certif-ic~te <if consent to sel,f"lnsure issued b)I the Direc_!or a'f lndustr.ial Relations," or a certificate of llorkers' Coo-pensation Insurance by an acinitted insurer, or an· exact copy .or dµpl icat_e there.of certified by the Director o'f the -insurer thereof filed with th\! Building Inspection Department ·(Section 3800, Lab. C). •· · INSURANCE cOMPANi Coroon and Black · PoucY No. 083 ACM572706~PIRATioN DATE 10-01..,90 · Certificate· of :Exemption: I_ certi'.fy that in the performance of the work .for 11hich this permit is issu~, I shall ·not employ any person-in any manner so as to become subject to the 1/orkers' Coo-pensation Laws of California. · ,SIGNATURE . DATE 8. OWN"ER-BUILDER DECLARATION Owner-Builder Declaration: I· tiereby affirm that I am exempt from the Contractor's License La\/ for the fotlowing reason: D I as oi,mer of the proper_ty or my employees with w_ages as their sole compensation, w.il'l do the work and.the structure is not intended o_r _o_f.fe_red .fQt ·sale (Sec. ('044, Business and Professions code: The Contractor's License Law 1loes not apply to an owner-of property who ouilds or impro9es ·thereon~, and who does such work himself gr through his own employees, provided that such improvements are not intended or _offered_'fc;,r sale. if, hc,wever, the building or improvement is sold within one year of completion, the owner·bui lder wi+l have 'the bµrc;len of proving that he did not-build or improve for th·e purpose of sale.). · · · · , · . ' ' 0 · 1, as owner of the_ property, am exclusively contracting with licensed contractors to -construct the pr~)ect (Sec .• 7044, Bus1ness afl\:I Professi'ons Code: , The Contractor's License ,law does not apply to an owner of property who builds or improves thereon, arid contr.acts for such prqjects with contractor(s). licensed pursuant to the Contractor's L (cense Law). , ' . : O. I am exe°"t under Section---'--------Business and Professions Code for th'/s re~son: · (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to.co~struc.t, ·alter, improve, demolish, or ·repair an)I structure, prior to its issuance, also requires the applicant fpr such permit to file a signed statement that.:he is l icensed··pursuant to the. provisions of. the Contractor's License caw (Chapter 9, -coornencing with Section 7000 of Division 3 of the Business .and Professidns Code) o·r that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per,mi-t subjects the.applicant· to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE CQ!tPLETE THIS SECT.ION FOR NON·RESIDENHAL BUILDING PERMITS ONLY: ·IS the applicant -or future building occupant required to submit a business plan, ·acutely hazardous materi"als Tegisrration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 0,NO . ' ' ' Js the appl.icant or future building occupant required to obtain a permit from the air pollution contr.ol district or air quality managel)lent district? o~ o~ · ,ls the fac,il ity to be cor:istr.ucted within 1,000 feet of the outer boundary of a-school site?, DYES ONo . . IF-ANY OF THE ANSWERS ARI; YES, A FINAL CERTIFICATE OF OCWPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT· HAS MET OR IS MEETING THE.'REQUJREMENTS . OF THE 'OFFICE OF E"E!!GENCY_ SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9... . coN:STRUCTION .LENDING AGENCY I hereby affirm that there is a construction lending agency for the performal')ce of the work for which-th'is permit is issued (~ec 3097(i')· C'ivil Code). LENDER·• S NAME_ LENDER IS ADDRESS 10. APPLICANT'S SIGNATURE , . , I certify that I have r'ead the application· and state that the above infor!l"'tion is correct, I ·a_g·ree to co[llply with al-l CitY-ordinar,ces •and State laws relatjng' to l:5ui lding construction. I. hereby .authorize representatives of the ~ity of Carlsqad to enter upon -the ab·ove mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD i\GAINST All LIABJtlTIES, JUJGMENTS'; COSTS AND EXPENSES IIHJCH MAY IN ANY 1/AY ACCRUE AGAINST SAIQ CJTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. . Expiration. Every permit issued by the Building Official under the prqvisions .of this Code shall.' expire ·by \.imitation and become null, and void· if the ouilding_ or work authori;~d by such permit is not corrinenced within 180 days from the date of such permi-i:-or if the building or work authorized by such permit is susp·ended or bandoned at any time after the work, is ·c¢,nenced for-a period of 180 ·<;lays (Section 303(d) Uniform Building Cod~)-' · D OWNER ' [j CONTRACTOR OBY PHONE WHITE: File YELLOW:. Applicant PINK: finance ,Owner I s Representative ,.. ,-.l'_Pii~VEf :ar i ·~-'--;...,.--'.:....-'"""" ~A.T,E:,-.:..: ;.;.''·· __ ..;.;.:..:...;'-"--"---'---' P E R M I T 1)1/22/91 _ 1r:,: t.'!,lj Page 1 <)I · 1 Permit No: SE91(1111_,_: ,Job Address: 1958 f.ELLOGG A1.f Permit Type: ·sEWER _ -OFFICE/WAREHOUSE . .., P~trc.el Ho 1 -0455 01/22/91 0001 -01 C-·Pfi\'1T 02 12801»00 I)escript ion: MCCORMICK FMILY TRUST I ' . 38900 SQ~ F'I'. OFFICE WAREHOUSE ·Permitee: SHI'l'H CONSULTING ARCHITECTS 9868 SCRl-iN'J~ON RD #150 619:-452-31&8 Status: ISSUED Applied: n:u 11/91 Apr/lssue: 01/22/~1 Expire•J; SAN DIEGO CA 92121 Fees Rt?quired ---~------------------------Fees: 12,8Ul.00 A.djustments: . , • 00. - Total Fe-es: 12 t 801.-00' Prepared By: S.S. *<**---.... · · ··Fe.e.s Collect€'d & Credi ts *"' s_ ----------'. --"-,~ ' ....... '-------... --~--· ------------,, ' -, ' :\ ', ; ',,,, ~' ' .-·. · .. To;t~>:t Credits: . oo -' , . , ?', , . , ' T0f:a1l 1J?.6y~i1~n-t:::-~: • oo K.,:l~nde'Due': 12.eo1.o,_1 Fee-description . _ ,l}ttit~'~_:\Pe-~;1Jnit Ext fee Data ______ .;_ ______________ ~.:_ __ :__~--:-----....:.,;_~~.;" .. !-:~~~7·--=---_,::;\_~e~---:--,------------------- of t ice Square F,::,otage : > ,.: '6936. oo ,\ >:--1., oo 3. 85 Office· Sewer Fee ~-· -·:-,: :-·:";,i-;:>/ · ;·~::'-: ' 4813. oo WareHouse ·squ,.:tre Footage -·;-3'1 i:t&-(yoo. _· _ 1-. oo -6. 39 Warehous(::1 Se•,,er Fee -:-· · -"·· ,-,;,, , ,, 7988. oo * SEWER TO'tAL 1·· .-, ... ·,· :~_/:, ,.;._.; \-.J, 12801.0(i , ,r ; l, ,,' ,,' ;, . l. , I I ' I. ) ,_ ,,,..;. / -:,,,. ~-.., ·~; "\ ',' ,I/ '-, ,,., CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 BUILDTNG INSPECTION FIRE PLANNING U/M WATER PLAN CHECK#: .CB901288 PERMIT#: CB901288 PROJECT NAME: 31964 SF WHSE, 6936 SF OFFICE COMPLETE BLDG TOOLTRONICS ADDRESS: 1958 KELLOGG AV CONTACT PERSON/PHONE#: MH/MARK/929-.04~1 ·sEW:SR DIS':r: WATER DIST: DATE: 07/16/91 PERMIT TYPE: INDUST ========-==-===== ·=-===-=======-==-=-==-= .-·--=--============================ ~~~p~~ INSPECTED BY: INSJ?ECTED BY: COMMENTS: .. -~ • ! ,I DATE . INSPECTED :J-/9,-'1 1 DATE INSPECTED: DATE INSPECTED: APPROVED _j_ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED DEPT: BUILDING ENGINEERING FIRE -PLAN CHECK#: CB901288 PERMI~#: CB901288 PROJECT NAME: 31964 SF WHSE, 6936 SF OFFICE COMPLETE BLDG TOOLTRONICS -------i ADDRESS: ~~ELLOGG-:AV ------ CONTACT PERSON/PHONE#: MH/MARK/929-04~1 SEWER DIS~: WATER DIST: ftf WATER DATE: 07/16/91 PERMIT TYPE: INDUST INSPECTED/;"°"\_ , I BY: -' JL..,,O.J I cA DATE c;,Ji,/4; -~ ;c /I\.. INSPECTED: 4Lju? APPROVED ~ISAPPROVED _ INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE, PLANNING~ WATER • .iAN CHECK#: CB901288 DATE: 07/16/91 PERMI.T#: CB901288 PERMIT TYPE: INDUST PROJECT NAME: 31964 SF WHSE,· 6936 SF OFFICE COMPLETE BLDG TOOLTRONICS ADDRESS: 1958 KELLOGG AV CONTACT PERSON/PHONE#: MH/MARK/929-04_61 SEWER DIST: WATER DIST: ==========-============== ·==================== :============================== INSPECTED I?Y: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPP~OVED /. APPROVED ~DISAPPROVED - APPROVED DISAPPROVED -------------------------------------------. ---------------------=--=---,,-==-COMMENTS: • ,, DING INSPECTION RECEIVED-JUL 1 7 1991 DEPT: . BUILDING ENGINEERING PLANNING U/M WATER . PLAN CHECK#: CB90128H ~ERMIT#: CB901288 PROJECT NAME: 31964 SF WHSE, 6936 SF OFFICE COMPLETE BLDG TOOLTRONICS ADDRESS: CONTACT PERSON/PHONE#: . MH/MARK/-929-04_61 .SEWER DIST: WATER DIST: DATE: 07/16/91 PERMIT TYPE: INDUST -=---------,, -----. -----------==----=--= ·==-====== -= -======================== INSPECTE~ BY: _ /4:::) INSPECTE · BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED~ DATE INSPECTED: 1,.Zk,.q/ APPROVED ~ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED _. --=--=----------------------------------------------==-=====-=========,==== COIYIMENTS: FINAL BUILDING INSPECTION _ DEPT: BUILDING ENGINEERING FIRE PLANNING U/~ PLAN CHECK#: CB901288 DATE: 07 /16/91 PERMIT#: CB901288 PERMIT TYPE: INDUST PROJECT NAME: 31964 SF WHSE, 6936 SF OFFICE COMPLETE BLDG TOOLTRONICS ADDRESS: 1958 KELLOGG AV CONTACT PERSON/PHONE#: MH/MARK/929-0461 SEWER DIST: WATER DIST: =======================================================1~======== ,========= INSPECTED /~ .... A DATE ) I BY: ____ /J(..Y ___ f_~--INSPECTED: 899 / APPROVED _ DISAPPROVED _ INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED =----==------==--============================================================ COMMENTS: j PERMIT# CB901288 DESCRIPTION: 31964 SF WHSE, COMPLETE BLDG CITY OF CARLSBAD INSPECTION REQUEST FOR 07 /26/91 6936 SF OFFICE TOOLTRONICS TYPE: INDUST JOB ADDRESS: 1958 KELLOGG AV APPLICANT: SMITH CONSULTING ARCHITECTS CONTRACTOR: MCCORMICK CONSTRUCTION CO OWNER: CENTRE DEVELOPMENT REMARKS: MH/MARK/ 9 2,9 ..,.04 61 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE910002 C0910022 CB911039 CB910919 TYPE swow COFO ELEC SIGN PHONE: PHONE: PHONE: STATUS ISSUED ISSUED ISSUED ISSUED INSPECTOR AREA MC PLANCK# CB901288 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 6,19-452-3188 818-843-2010 61,9-931-0244 CD LVL DESCRIPTION ACT COMMENTS' 39 EL Final ~lectrical t 49 ME Final Mechanical ¼ , -----,----------------GS% .~½ u..s-r -------------------,.------- ***** INSPECTION HISTORY***** DATE 071791 071691 071191 071191 071191 071191 070891 070191 062791 062791 062691 062691 061991 061791 061791 061791 061291 061291 061291 061291 061091 060691 060391 053191 053191 DESCRIPTION Final Electrical Final Combo Compliance Investigation Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Roqgh Electric Rough Electric Rough Electric Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Ducts/bampers Interior Lath/Drywall Insulation Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric Interior Lath/Drywall Interior Lath/Drywall Rough/Topout Interior Lath/Drywall Frame/Steel/Bolting/Welding ACT INSP AP MPC NR MPC PI MPC AP MPC PA MPC AP MPC PA MPC PI MPC PA MPC PA MPC PA MPC PA MPC PA MPC PA · MPC PA MPC PA MPC PA MPC PA MPC PA MPC PA MPC AP T.P PA MPC CO MPC PA MPC PA MPC COMMENTS SW~TCHGEAR(INSP W/PK) HANDICAP PARKING REVISION CEILING GRID SYSTEMS LIGHT FIXT(EXC@ LOBBY) 2ND FLOOR HARD CEILING 2ND FLR EQUPMNT LOBBY STRFRNT SOFFIT LOBBY STRFRNT SOFFIT SOFFIT & WALLS MN STRS LOBBY LOBBY RADIAL WALL LOBBY RADIAL WALL HIGH WALLS,STORAGE RMS LOBBY SOFFIT LOBBY RADIAL WALL EXT. SOFFITS, EAST & WEST S!DE RADIAL WALL SOFFIT LIGHT 2ND FLR WAREHOUSE WALLS STILL NDS SUPPORTS FOR STACKS INTERIOR WALLS, 2ND FLOOR 1ST FLOOR BATHROOM WALLS ;/ PERMIT# CB901288 DESCRIPTION: 31964 SF WHSE, COMPLETE BLDG CITY OF CARLSBAD INSPECTION REQUEST FOR 07/26/91 6936 SF OFFICE. TOOLTRONICS TYPE: INDUST JOB ADDRESS.: 19'58 KELLOGG AV STR: INSPECTOR AREA MC PLANCK# CB901288 OCC GRP CONSTR. TYPE NEW FL: STE: ***** INSPECTION HISTORY***** DATE 0'52991 052991 052991 052991 052491 052491 052391 052291 052291 052291 05229i 051691 051691 051591 05.1491 051091 050,791 '050291 0'42591 042391 041891 041591 04.1091 040891 040591 040491 040391 040191 032991 031491 031491 031391 030891 030691 030691 030691 030591 022791 · 022691 022691 022591 . 022291 021491 021491 021491 020891 020791 020791 DESCRIPTION Insulation Grout Frame/Steei/Bolting/Welding Underground/Under Floor Insulation Interior Lath/Drywall Interior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Water Heater/Vents Interior Lath/Drywall Rough/Topout Water Heater/Vents Rough/Topout '.Insulation Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Roof/Reroof steel/Bond Beam Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/F·oundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panels/HD's Frame/Steel/Bolting/Welding Steel/Bond Beam Shear Panels/HD's Steel/Bond Beam Steel/Bond Beam Frame/Steel/Bolting/Welding Steel/Bond Beam · Ftg/Foundation/Piers Ftg/Foundation/Piers Const. service/Agricultural Steel/Bond Beam Underground/Under Floor Underground/Under Floor Underground/Under Floor A.CT INSP PA MPG PI ~PC PA MPC PA MPC PA MPC PI MPC AP MPC PA MPC PA MPC CO MPC CO MPC PA MPC CO MPC CA ;MPC AP MPC AP MPC PA MPC CO MPC CO MPC PA MPC AP MPC NR PK AP PK AP PK AP PK CO PK CO PK NR TP CO TP AP MPC PA MPC PA MPC PI MPC AP MPC AP MPC AP MPC PA MPC PA MPC PA MPC PA ;MPC PA MPC CO MPC AP MPC CO M:)?C AP MPC AP MPC PI MPC CO MPC COMMENTS WALL THERMAL INSUL NDS DRNS PER ENG'RS FULL HEIGHT METAL STUDS 1ST FLR WASTE/VENTS/H20 2ND FLOOR WALLS WALLS, 2ND FLOOR WALLS, 2ND FLOOR NEEDS COMBUSTION AIR NEEDS MORE SCREWS FOR 1 HR 2ND FLR WASTE/VENT & H20 LNS NDS COMBUSTION AIR UNDERFLOOR INSUL DRYWALL ELECT RM WALLS 2ND FLR DIAPHRAGM NLNG SEE COMMENTS 5/2/91 NDS ADQTE BRACE/WD PRPET LOADING OK SLAB ROOF DIAPHRAM NLNG ALL POUR STRIPS OK POUR STRIPS W-E-N LINES POUR STRP/ENG CLARIFICATIONS PANEL CONNECTORS NO FOOTING DOWELS SWAMPED POUR STRIP/SEE CORR 3/29 SEE COMMENTS 3/14/91 UFFER GROUND S/N/E PER FTNS/SUBJ SOILS ENG PERIM FTNGS NDS SOILS ENG OK REST OF CONC PNLS CONC PILASTERS BATHROOM SLABS SEE COMMENTS 3/5/91 WEST CONC. PANELS NORTH & EAST PNLS NORTH & EAST PNLS CONC. PNLS N-3,4 & 5 SEE INSP NOTES DTD 2-22-91 REST OF INTERIOR FTNGS REST OF SLAB ON GRADE U.G. WASTE LINES SEE INSP COMMENTS SEE INSP COMMENTS PERMIT# CB901288 DESCRIPTION: 31964 SF WHSE, COMPLETE BLDG CITY OF CARLSBAD INSPECTION REQUEST FOR 07/26/91 6936 SF OFFICE TOOLTRONICS TYPE: INDUST JOB ADDRESS: 1958 KELLOGG AV STR: INSPECTOR AREA MC PLANCK# CB901288 OCC GRP CONSTR. TYPE NEW FL: STE: ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 020191 Underground/Under Floor PI MPC SEE COMMENTS 2/1/91 020i91 Underground/Under Floor co MPC SEE COMMENTS 2/1/91 013091 Underground/Cond~it-Wiring PA MPC 012991 Sewer/Water Service PA MPC SEE. COMMENTS 1/29/91 . ,;,', .. ' . C. • ~ ' PERMIT# CB901288 DESCRIPTION: 31964 SF WHSE, COMPLETE BLDG TYPE: INDUST CITY OF CARLSBAD INSPECTION REQUEST FOR 02/22/91 6936 SY OFFICE TOOLTRONICS JOB ADDRESS: 1958 KELLOGG AV APPLICANT: SMITH CONSULTING ARCHITECTS CONTRACTOR: MCCORMICK CONSTRUCTION CO PHONE: PHONE: OWNER: CENTRE DEVELOPMENT PHONE: INSPECTOR AREA MC PLANCK# CB901288 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-452-3188 818-843-2010 619-931-0244 REMARKS: MH/MARK/988-3056 SPECIAL INSTRUCT: INSPECTOR AA#(_, ----,/f--¥--1-~-- TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# SE910002 CB910165 11 ST Ftg/Foundation/Piers ***** DATE DESCRIPTION 021491 Ftg/Foundation/Piers TYPE swow ELEC ACT AP 021491 Const. Service/Agricultqral co 021491 Steel/Bond Beam AP 020891 Underground/Under Floor AP 020191 Underground/Under Floor PI 020191 Underground/Under Floor co 013091 Underground/Conduit-Wiring PA 012991 Sewer/Water Service PA STATUS ISSUED ISSUED INSP MPC MPC MPC MPC MPC MPC MPC MPC COMMENTS REST OF INTERIOR FTNGS REST OF SLAB ON GRADE U.G. WASTE LINES SEE COMMENTS 2/1/91 SEE COMMENTS 2/1/91 SEE COMMENTS 1/29/91 }:,·-. ..... .:. '.'• - ., . r,..; •'. ,_ •• J ,••I,,' .----- : .. ·: ·.':'',"': •1; •• .r ~. ,-:-:. •.'·'. r··· _..,,.,1,1,r- ,! • -~ ' 'l,, . ·-· .--.-.,. .. -:-.; _.:1,, " l" '·· ~·,' •' .. i. . ·-~ ,. :., ,:_·"': ..... ~:_1·,_· ... :, :.· :. ,'_;,:'!' .· .·,·,: .. -•:-, . -.. ~ ,, . ~ ... . (I ·. \1 _/:,. i •. 'I, .-..· ... --.. ~c. ~·,.~,-~ .. , ~,:;~~';,';::,;" i :·1 · . . . l. ,; if .-. ·: ·,i· . , ··:!·'_,1 •tt:t·,~f.1-~ ... f ~-.... ; . ) ~·--., :; .', j ·, 't ,, } { t. •,\•.',• ·. ·~ .. ' .-_\ ~; :,-. X-K ~,..:.:.,t/;-(O.e$ '.AfJ.D -e1\~:='Q~~_. ~~-n.or:r~~HJ'Gb . . ··,·:.4.~1·~;,; 0:'fll'O~AR_i'!!'1'-~0i!:!:D. __ _ ~. ~ .... :·~::fi~~J.'~·-··,-~o · - .. ,:. ::-R~·11rr>A'.T"t0,i.-l.S :~ .: ~.-:.~.;~ .. : . .¢ .. ;·-- ,-:. ' --;·. •,:,• '<,. \• .. ·-· :_ ,------·~· -· .. .,·,l ,•. May 30, 1991 WYMAN TESTING LABORATORIES • San Diego • Riverside • Orange • San Bernardino • Ontario • Imperial • Las Vegas 1-800-487-0355 WTL 91-016 SUBJECT: Low 28 Day Break Results, McCormick Family Trust, Lot 37, 1958 Kellogg Avenue, Ca~lsbad, California. Gentlemen: This letter has been prepared to notify you of low break results for the subject project. The required compressive strength for the concrete is 2·500 psi. The attached Report of Compression - Tests shows the break results of the 28 day breaks. The average of the two samples for the set identification numbers 85-88 is below the 1Jtinimum required strength according to ASTM, UBC and ACI Standards. one test specimen is held at our laboratory and will be tested 56 days from the placement date. If you should have any questions after reviewing this letter, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, WYMAN TESTING LABORATORIES ~/~ Ronald s. Halbert, R.C.E. #42204 RSH:jly cc: (1) Jack McCormick (1) Smith Consulting Arch. -(1) Leroy "BODAS" Engineering (1) McCormick Construction (1) City of Carlsbad 13230 Evening Creek Dr. S., Suite 218 • San Diego, Colifornia 92128 • (619) 486-0354 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES tf' ~ REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 McCORMICK FAMI~Y TRUST LOT 37 91-016 PROJECT ________________________ PROJECT NO. ------ PROJECT ADDRESS __ _:1L.!9:JJ55J8B-.KKEELL.LLiOOLGG~Gt-llA~V(J:E!:.tlNUtJ.J1E~-----~------------- CONTRACTOR ___ _jM~caCCQO~R~M~I~C~K.......c.C~OllNU:S~T~R~T~TC~T~I~O~NN.,_ _______________________ _ ARCHITECT/ENGINEER _tt$Mm.1.I.:rT1:JHLJ.Ca.Oz.cNU:5ilIJJII.i..,TL:..IuN:iL1G.L....Aa.Rt1.CL.:.Bt1--1-/---t1B11JG1.1.01.t!A~Si-,...-------------- TO BE BILLED ----. .£M~c~Ca.OlARM~I.1..!C~K~C!o.i.O!.l.N.1.:u2$.:.&.:T:.tSR.1.1UL\.C.:.LT~I~Ou:_Nt_ _________________ _ BLDG. PERMIT NO. 90-1288 PLAN FILE NO. _____ Nl.1/-/.al\ _______ _ $AMPLE DATA REPORT OF a CONCRETE D MORTAR D GROUT D OTHER ------'------------------ SUPPLIER ESCOND.IDO READY MIX PLACEMENT DATE ---=0-=5c....-...,;:0:;..::2=---=9~1=-------- MIX DESCRIPTION 5 SACK TICKET NUMBER __ ___:::1=2;:..;9;....8;;..;9;;_5~1 ______ _ MIX NUMBER ____ _;l;.;;...5'--P _________ TIME IN MIXER ____ 4..;:..::..5-=M=I.;;...N ______ _ SLUMP 4" ADMIXTURE _____ P_O_Z_Z _______ _ TYPE CEMENT II AIR CONTENT --'-_:._ __ N....::/_A ________ _ UNIT WEIGHT N/A. DESIGN STRENGTH __ 2_5_0_0 _______ _ LOCATION OF PLACEMENT --1....:.c,__2_-_A-=';....B_S_T_A_I_R_W_A_Y __________________ _ SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ 2500 28 REQUIRED STRENGTH (f'c) __,_ _____________ PSI AT · DAYS SAMPLES MADE BY ____ D_A_V_I_D ___ MA_R_T_I_N_E_z ___ DATE RECEIVED IN LAB _______ o_5_-_o_3_-_9_1 LAB FIELD . CONTROL DATE IDENTITY NUMBER TESTED 7 85 05-09-~tl. 28 86 05-30-9U. 28 87 05-30--911 . LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 1.2 - TEST AREA SQ INCHES 28.27 28.27 28.27 MAX LOAD POUNDS 47,000 68,00C 70,00C LABORATORY DATA REMARKS ___ *_S_E--'E_A_T_T_A_C_H_E_D_· _R ___ E_P_O_R_T ________ _ DISTRIBUTION ----------------- ALL:. SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~/~BY: DATE S--.!Jl&.L ' ~ . : . . .... ' . ~ '•'. . ' COMPRESSIVE STRENGTH PSI 1660 2410 2480 * * . ,• ... ;-~-·\· ·. ! '• ............. ·· ... .. WYMAN T_ESTING LABORATORIES REPORT OF COMPRESSION TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 McCORMICK FAMILY TRUST LOT 3·7 PROJECT __________ .,,......,.-=-="-==="""-__,..==c=------------~---PROJECT NO. 1958 KELLOGG AVENUE 91-016 PROJECT ADDRESS --...-,Mrcc-..C""'O"""RM=.r'""'c=K.---:::C=o=N=s=-=T:;;R;--.,U..::C:;;:;T:;-:;I:.:O=N::----------------------- CONTRACTOR ----.-s-M~1~1~;H..-,.c~a~N~s~o-L~T~I~N~G..-.A~R~c-H..,......,.J,,-.B=o~D~A~S..--------------- ARCHITECT /ENGINEER ---....-= ........... ~ ......... ....-......... ....,...,.,.,.,........,........,..,...,..,..-------..:.--------------McCORMl CK CONSTRUCTION TO BE BILLED .... ___ _,9"'"'0 ...... -1-2-s-s----------'-___;, ___ _:,_ ___ -.:;:N-;/ A~------ BLDG. PERMIT NO. -----------,----PLAN FILE NO.-------------- SAMPLE DATA REPORT OF a CONCRETE iJ ~ORTAR D GROUT D OTHER ________________ _ SUPPLIER NORTH COUNTY READY MIM!..ACEMENT DATE 06-13-91 MIX DESCRIPTION · 5 • 2 5. SACK . TICKE:T Nl,JMBER ----=2"-'0:....:l=-7 .... 1=--------- MIX NUMBER _____ 5_0-_· _0_00_8 __________ . TIME IN MIXER ------'-3~0_M~IN ______ _ SLUMP 4-:1/2" ADMIXTURE _______ N ...... /,_A ________ _ TYPE CEMENT II AIR CONTENT ____ N_./_A ________ _ UNIT WEIGHT N/A DESIGN STRENGTH __ 3_0_0_0 _______ _ LOCATION OF PLACEMENT LOADING DOCK SLAB ON GRADE LINE A-A. 7 ( 4. 3-5. 5); A.7-B(S-5.5) SPECIAL TEST INSTRUCTION OR REMARKS ---------------........_ ___________ _ 3000 . 28 REQUIRED STRENGTH (f'c) -,,,...a.,.......---------------------PSI AT DAYS ROBERT TABORN 06-14-91 SAMPLES MADE BY ------,------'----DATE RECEIVED IN LAB _________ _ LABORATORY DATA LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 9~ 06-20-9 .. 28 94 01-11...-91 28 95 01-11-9 ~ DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 / ~ '\1 ·1i:s_,s20 ~-. f~ \ ... ... /~ . ·-m .. ' .l Ii= I.IUt~~;:'._"· §.P " \~ • 1 vif~1iiA ~ j.,,i . \ ~.-",~•w· LABORATORY DATA REMARKS <-0 j/ ~- DISTRIBUTION -'•_ I. '16!"'E ' ~ ~.::-z-i ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31·69, C39-80, C78-75, C617-76 '. TEST AREA SO INCHES 28 .27 28.27 28.27 /4\?> '\£\-·,.:; , . .., -~ /4"" r-.."* /i" ' 0) •Ch I.Q ,.... v ~ QJ ' :\.0 \~ ' MAX LOAD POUNDS 67 I 00( 9 6, oo·o 95, ooc ~'?~ ........ ~ ~ ... 'O,\ ~ ~ t:1 ~/ JI. ~ J,~ COMPRESSIVE STRENGTH PSI 2370 3400 3360 ~~0FESS10,t ~ -~ REVIEWED BY: § ~~S-H~\ !!: ~ ~ ':z C:, j I T'I'\ DATE 7-lh-'1( TO: FROM: D,ATE: CITY OF CARLSBAD RENE ELECTRIC, INC. JULY 16,1991 t-. ( • ================ ·======================================================== TlUS LETTER IS TO CONFIRM THAT RENE EI,ECTRIC, INC. TORQUES THE SWITCH GEAR BOLTS TO MANUFACTURES SPECIFICATIONS. AT . 1968 KELLOGG AVE. . . . . 5981 Fairmount Avenue San Diego, California 921io 619-280-2953 FAX 619-280-0623 TO: Inspector Mer Camaro / / Smith Consulting Architects 9868 Scranton Road Suite 150 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 DATE: March 18, 1991 PROJECT: McCormick Family Trust 1958 Kellogg Avenue JOB NUMBER: 90013 CITY OF CARLSBAD -BUILDING INSPECTOR 2075 Las Palmas Carlsbad, California 92009 COPY: Enclosed -· Stamped and signed details for strap revision at panels which are being stacked and additional reinforcing added as precaution in areas where minimum soil coverage above bedrock is light and there is a possible transition from bedrock to soil. Please call if there are any questions. ..r /ark Langan, AIA ' 'l)\. ,,,-~!;:. :·{(.-(_-,, -t, -· --.,.:.r I ', '• •• .-... -~:,,·, ,· , ..... : :. :. . -~~ . ,~ ,'; ·,•,' -:·: . 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'_. __ , -' {,._ .... ~ CITY OF CARLSBAD 2075 Las Palmas Carlsbad, California 92009 ro: DATE: PROJECT: JOB NUMBER: COPY: Mr. Carter Darnell May 13, 1991 Smith Consulting Architects 9868 Scranton Road Suite 150 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 McCormick Family Trust 1958 Kellogg Avenue, Carlsbad 90013 Enclosed -Revision to office space in the above referenced project. Plancheck #90-1288. Inspector Mer CamarQ instructed me to forward these to you for inclusion in project file Oi attachment to City set of drawings. /Mark Langan, PJA I • '! ILJJ_ .·· .. '---- -- -. . , ___ _ I ; . ---~r-~~v----.C~;o .. ~-ft..4' I~,~~~---·---------------. --~1·-~---~-0> ~b.l--:,=:::::~- b.BAW.lN{t.:N-O:; FO -7 . -.P.JlQJ_E.C.T:, . _ .. McC .. ORMICK-:°:FAMILY.·_ TRU.ST .. . :PATE.~ -e>/v /q I - SM_ITH_ CONSULTING ARCHITECTS. A-k . ,I l LJLJ ~ce. ___ _ I..Ql:2 I . . S·M.11H_ .CONSU·L TING .. . ___ ARC.HITECT .. Sc • ..(.I • • ; I . ·t·. : I·· .•. ! l ••• ' ... '\" ........ . . . ' • I , . • !• : .~ ... .,,. .. _ ., -··· ·. l' I. : ,- ·f I • lb-\~cJ • :· l ••• i . ! . i . . i . ·. L . . ' l, . i •, ~ i t I . . • i . . ·. .· L·. ., . .! ~ . _. -: . 'l·· . ;, ,, . . . : ·, ' . . ;;' ' .. ·. ' if .• .• ·•.r.1.1.:1..:t.? i :: >'; c... : ·. ·_, ,, ·. ., • I • ' 11• _.; II ,, • • • • ~-:· • :.::. !. ., .. : -'· , · .. I· I! : ·i: ! . I' '' :i Ii . l . ,:· •, : ... . : i ; ' . . ·' 0 i Y 1 ~ i : : • : • · .'i l ' 1 · ·. · · ,-. l I i ·: f ~! ~ · I : f ·, -1 'I ' • f.l ECE.1 VE D .. '. M'/.\R·· 13: 1991 M.cCORMLCK C.ONr)O. ' _I ' ; ,< : , .... . -:. ·. ·-~ '.: . ~=:' : .. ,< ! ..... . .. ~' ,: " . ~. • ,i •• .... !:- ·' .· ... •,. I :1, ', "'· ': ' ~ . ; . . ~ ,:· ' .. ·..:. , ~ :.j' ·.·.:,: '. . .. : < < ' .... -, ,. .. ':-.'.~~: • --~. , , j • ·.~: • • . . ... ' . . ·\. ':, • .. ,' .. -': .. ' _: . ' : ·:,•. R.O. GRAY, INC. OBA SLOAN .ELECTRIC CO. 29m Comn..ci1I St. S111 Diego, CA 92113 Phone 239-6174 1 DATE: Ch ,~~ f-,... 'i / CUSTOMER: I<.~·-<. -c.. £, {e:..n_ r.Jc... \ ct.... SECO JOB NO .Fl 91,(<I JOB LOCATION:/9t::5'"'1' /.C,,.,l('qJ q,..,-t._ GL~v).1.U,~ <=>~i, GENTLEMAN: WE HAVE TESTED THE ENTIRE SYSTEM PER··MANUFACTUERS · SPEC TEST EQUIPMENT: MULTI-AMP MS-1, SERIAL 1727 WITH AUXILARY TIMER 1/100 SEC.I-DIV . EQUIPMENT TEST: IT£. c:..~1' 6-,. Nb~~ f!t~o ~c."'v c.; r :3P4t<. J ~ c4 o.."""~ t.,..;. , r J.. t. T' .J. (i. R.i, .. ,.;J) R.v. 11-1<,.,._ I, ) <!. ~,,,. --~F J.. o1S1. -12-,.:, o-~ w I,.., b 'I \.\I .s e.."V :; ~I'~ ' \ . 'APPLIED,3 76" AMP FAULT CURRENT GFI TRIPPED INQHZ SERVICE GROUNDED CONNECTIONS INSTALLED REMOVED N~UTRAL LINK, MEGGED LOAD NEUTRAL WITH:;:.>0 VVDC MEGGER, /-0 o MEG OHMS TO GROUND SINCERELY, /4 4r LJ~L,r. ROGER A. HENSELEIT ALL ClUOTATIONS ARK ll'OR 30 DAYS A(;CIEPTANCI: IIERVINCI IAN DIIICIO'S MOTORS OUR 10TH YIEAR C:ALIP'ORNIA IT~TII I.ICBNH: ZIMl7 R.O. GRAY, INC. DBA SLOAN ELECTRIC CO. 29m Camnwrcial St. . San Diego, CA 92113 CUSTOMER: RENE ELECTRIC 5981 FAIRMONT Phone 239-6174 DATE: JULY 02, 1991. ·· SAN DIEGO, CA. 92120 SECO JOB NO. 81'940 JOB LOCATION: 1958 KELLOG AVE CALSBAD GENTLEMAN: WE HAVE TESTED THE ENTIRE SYSTEM PER MANUFACTUERS SPEC TEST EQUIPMENT: MULTI-:AMP MS-1, SERIAL 1727 WITH AUXILARY TIMER 1/100 SEC./DIV. EQUIPMENT TEST: ITE CAT#ND63F120 600 VOLT 3 POLE 1200 AMP WI1H ITI GROUND FAULT RELAY CAT# GLF259-1200 WINDOW SENSOR APPLIED 375 AMP FAULT CURRENT GFI TRIPPED IN 5HZ SERVICE GROUNDED CONNECTIONS INSTALLED REMOVED NEUTRAL LINK, MEGGED LOAD NEUTRAL WITH 500 VDC MEGGER, 100 MEG OHMS TO GROUND ROGER A. HENSELEIT AL.I.. QUOTATIONS ARB P'OR 30 DAYS ACCSPTANCK SIIRVING SAN. DIKGO'I MOTORS OUII 10TH YIIM CAL.IP'ORNIA STAT. Ll~BN_SS "1497 ,,. .... ~, ,,.. . ., ,, .··~:. ':·:7 '.··, ·~ .. .. -:f. .. . .. : ... . -:/' ·. ~J' ~. ( ... .... ' . !-·. .... • .• ....,t-9-of-.... o( -~. ,; , __ _.,., ~ •.•. --~ .. ,'-'.' .. <.>· ... t.A'I . ,:•: -·-·: ·y ..... ~ ;, : . .· :i • '417 .. = J . ~ . ' ' . . ,_ ~-... 'It',, • .... )i_:·_f~Y ,. , ':· __ . -; :t .. ·, ;,· ' .. , WARNING i i i! . --------_,i;;--... ·---- ------i ,.,, ,, ,1sc.ccr KYI« •I I 1---,----... ---~ "'Ill IOKOt"' o\M'CA , ... J.fl,; -~ fc,T fliOCUU,,C. ll llm,_, .IK.lA ,_, S.... •I ,.,net.an 1M .,.141...-1,. s-o,,,. ,, 0,,.,. •It ltNMII 4-1,I .. 10 Gfll I j 4 I· I •J· -..,,,..,_, 1111 ~ ,,...,. ~· •• ..,"" ,_., Lro tw ,m.1 ... u .... ' . 71 Tf i'D\' 'nlC IIITIAC smgi • ,., Ctwfa tfr -II ti ,._,, Cl,H fMNllf M Olwal"'IHI,, 1, l'mf IN ~h Ml -~· .-i1u11 1111 tl!I' ,,,,~,, ~. flit tr1, IMICIW ,-1111 f' w t.1111 "\tlPf,H~ f,fff~l•-•fllll ~M 41.__, ••IN,_"..,. • ._. . o, -.,,,_. irit •,-,.11 w ... , • ..,,~ ,.., "''-""' 1r4p 1Ml"wr " tllf .,., ..... ,.,01111, C, . llttt~,,;. •c1~1•• t111 "'"''~t .. .,1,., iflf' .,._, .,..,.uu• •' w ,wu, ......... ... II tlll• ltU IIIIIU V. ""'~1,....,4, •t U.. 114\1-l CIIClrk•I c»fot f.t(\iN IXl•tl (C),. . , · ,·-. ,... • l, 11 THE PIU:f(AE'O \.OC,l,TIOH • 2, l ~. IL~T! i.tx:..\TIOff !'oR ors 111,r • ..... ·::· 1 Wt . .. OAH; sm ING NOTF.S _ _,_-,-;_A_:!.-,;,},"..)"•"• ~ l-i z:- ,------1--------ii------t---..,....----{··-----·"'I rn:i.a n:ST PRO:EME roa 11!S~ TM.llSJ"O,.KtU, fHC, (ml aR(U(O FA\A.T PRONCTtOM S'l'SffMS . flTL IS-:-7735 .. Oi W<t. NO. ., "r.v. 1 ' ' ., l -. ! >::. --~--\ i:::o:1 ~--- March a, 1991 WYMAN TESTING LABORATORIES • San Diego • Riverside • Orange • San Bernardino • Ontario • Imperial • Las Vegas 1-800-487-0355 WTL 90-292 SUBJECT: Low 28 Day Break Results, Cobra Golf, 1812 Aston, Carlsbad, California. Gentlemen: This letter has been prepared to notify you of low break results for the subject project~ The required compresive strength for the concrete is 3000 psi. The attached Reeport of Compression Tests shows the break results of the 28 day breaks. The average of the two samples for set numbers 81-84 is below the minimum required strength according to ASTM, UBC and ACI Standards. One test specimen is held at our laboratory and will be tested 56 days from the placement date. If. you should have any questions after reviewing this letter, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, WYMAN TESTING LABORATORIES .~L~ . · Ronald s. Halbert, R.C.E. #42204 RSH:jly cc: (1) Cobra Blackmore Partners (1) Gene Chapo & Associates (1) Arthur Serota & Associates (1) MQ Construction (1) City of Carlsbad 13230 Evening Creek Dr. S., Suite 218 • Son Diego, Cnlifornio 9?.128 • (619) t18h-0354 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 90-292 PROJECT ----'--~__,.._QBRA._G_Qw..u:•~---------,-----PROJECT NO. PROJECT ADDRESS 181.l2J$TON AVENUE, CARLSBAD 'CONTRACTOR MQ CONSTRUCT~liL---------------------- ARCHITECT/ENGINEER GENE CHAPO ASSOCIATES. TO BE BILLED---------------------------------- BLDG. PERMIT NO. --~9_.;:;..0_-..c.0--'-5_;;6_;;6 _______ PLAN FILE NO. ______ C,1,J.B'--""9-"0'--__..5,_,,6....,.6.,__ __ _ SAMPLE DATA REPORT OF a CONCRETE O MORTAR O GROUT D OTHER --~--------------- SUPPLIER ______ C_A_L_I_1A_T ________ PLACEMENT DATE 0 2 -04 -9 l MIX DESCRIPTION ___ N_/~A __________ TICKET NUMBER ___ 5_6_5_S_l_l ____ _ MIX NUMBER ___ C_-_9_4_0_E_O_F_• _6_F_I_B_E_R~M_E_S_}_I --TIME IN MIXER 30 MIN --·---------·-·--- SLUMP 8 11 ADMIXTURE ___ C_A_· L_. C_f_IL_. _, _D_A_RA_V_A_I_R_,_M_E_• S_I_-1_ TYPE CEMENT II AIR CONTENT ____ N-'-/_A ________ _ UNIT WEIGHT ----N_/_A _____ ~---DESIGN STRENGTH 3 000 LOCATION OF PLACEMENT -~2_N_D_F_L_O_O_R~F--'-RAM __ I_N_G __ L_I_N_E_5_._5_@_J_._5 ___________ _ SPECIAL TEST INSTRUCTION OR REMARKS -------=----------------- 3000 28 REQUIRED STRENGTH (f'c) 7)AN71.AMAGE---'----PSI AT ___ DAYS 02-05-91 . SAMPLES MADE BY DATE RECEIVED IN LAB __________ _ LABORATORY DATA LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED DIMENSIONS INCHES TEST AREA SQ INCHES MAX LOAD POUNDS .7 81 02-11-91 6 X 12 28.27 28 82 03-04-9tl 6 X 12 28.27 28 83 03-04-91 6 X 12 28 •. 27 -* SEE ATTACHED REPORT LABORATORY DATA REMARKS _________________ _ DISTRJ\3UTION ------~---'-----~ REVIEWED BY: ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-:76 ~0?-w:i./~~ DATE ;3-:::_7_. 9( 45,50C 65,00C 65,000 COMPRESSIVE STRENGTH PSI 1610 2300 2300 * * I '· 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 PROJECT --'-----~C~O=BRA GOLF~-~--'----------PROJECT NO. -9-0=--6-2....,.~-2--- PROJECT ADDRESS 1.Jil_;)..__ AST_Ql:l_AY..EJlllJi,._CARLSB.A,u· :...._ ______________ _ CONTRACTOR MQ CONSTRUCTION ARCHITECT/ENGINEER GENE CHAPO ASSOCIATES TO BE BILLED--------------------"----------------- BLDG. PERMIT NO. ___ g~o_-_0_5_G_G ___ .c..----PLAN FILE NO. ______ C=B=-=9-=0---=5~6'""'G,__ __ _ SAMPLE DATA REPORT OF m CONCRETE D MORTAR D GROUT D OTHER ------------------- SUPPLIER ESCON£?._IDO READY MIX 02-01-91 5.5 SACK MIX DESCRIPTION ---.. --·--·-·· ...... ·····-· .............. __ MIX NUMBER ____ 355 5-1/211 SLUMP _________ _ TYPE CEMENT II ------~--~ AIR CONTENT ---------1--A.-"---~--- UNIT WEIGHT ____ N __ /_A_.=!~~~~=~~~~~~~~~~~~-D~ES_:I_G~N~S'.:T::R~E~N~G~T~H~~~J_:.O..:_O_:O_j_±--~~~:;.~ LOCATION OF PLACEMENT LIGH~ STAND SOUTH OF BUILDING LINE 5.5 iOOO 28 REQUIRED STRENGTH (f'c) ~COOLEY PSIAT ___ DAYS SAMPLES MADE BY LABORATORY PATA LAB FIELD CONTROL IDENTITY NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ INCHES MAX LOAD POUNDS 7 77 02-08-911 6 X 12 28.27 28 78 03-0l-9tl 6 X 12 28.27 28 79 ,03-01-91 6 X 12 28.27 ·~ ·--·-- LABORATORY DATA REMARKS------------··--·· .... --·--··· -·- --'----~------· .. -·-·" ·--··-· ·-............... _.,. ...... -------· ..................... . DISTRIBUTION ____________ _ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C611-76 . ~. . .. C7 REVIEWED BY: ~ . ./?--6?-L--· DATE _3_---8-·9/ 61,000 100,000 104,000 COMPRESSIVE STRENGTH PSI 2160 3540 3680 ,. ,. ,· .. ·.I l,: ,· .... -~ @\ ;: pjev" ·, 'j .{) cvJ /'/ ~ c:;. "fi,,,,,__ or Gyl-(f ( • .oU /,?60 tf e<=).~ /J' n,-0':,-// .. . CJ;JU~07?L cop-./..t:>1,.;e;,7a~ ;:om rfir';/:?t7v& C--/?if/T <:7~7-J - ~P-r: Q.Jb "~i) _;'. w··:c.A7Gft:/4C... ~;P;rc1,n.-7-.S : r=o/U /rLL ~0 ~~~ ~~ . --~«~·-·t ,)· . :0-~~!'JD/,7/<>/J'A-c }¼fl;m-s /f'-:~ r /n /1(.,he,,,p'J' /,,,) ?-M Cb'~ c · , ,,,, " ,. C,.,A106"'-S.r2:p0 #fy\c,.5'1-~ = ~ ~~,,..,::.V . • , <J) ;'~(7°$C-(J· /->7¥~-1,-J!£NG~ . ~et/~~~ r ~~ ~ . '6V/'/'cJ.r,:;,-/~ . ~ s~ ;~ :f = J ~ ~~·I ~ 7'~ Afta · · -'--,-4.~ ,, ~~o -:( ~-_ _ __ _ ~ ~; , .. ~ fl.:EYJV'rS ·,re-a ~,,_..,_I ~pe, .. ~le-u ·.:-.TN~ e u~ ~,r 'r J.:f' ,I ~ ~IV I' ~,?Y ATT~-. ·./11 13230 ~vening Creek Dr. WYM·AN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT -. McCORM.I.CK. .. FAMILY-TRUST-LO.T-3-7.~-~-PROJECT NO. PROJECT ADDRESS ______ 19.5..8....KELLOGG .. AVENUE_ ··------------- Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 CONTRACTOR ---~f1cCQR?1I!::.lL CQNSTRUCT.IO,'{_ __________________ _ ARCHITECT/ENGINEER SMITH CONSQL'I~JNG ARCI·L/_BQQA..,_. ______________ _ TO BE BILLED McCORMICK .. QQNSTRUCT.IONL-~----------------- . BLDG. PERMIT NO. ___ 9_0_-_1_2_8_8 _______ PLAN FILE NO. _____ uN.+/.,A~------- SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 02-15-91 MIX DESCRIPTION 5.5 SACK TICKET NUMBER 216051 MIX NUMBER 355 p -TIME IN MIXER 40 MIN SLUMP 411 ADMIXTURE POZZ TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT ELEVATOR PIT WALLS SPECl'AL TEST INSTRUCTION OR RErvlARKS ----,----------------------- 3000 28 REQUIRED STRENGTH (f'c) _0 __ AN_N_Y__ .----PSI AT ___ DAYS AZLIN 02-18-91 SAMPLES MADE BY DATE RECEIVED IN LAB __________ _ LABORATORY DATA LAB FIELD CONTFlOL IDENTITY NUMBEl1 --.. -· ···-·-· --· ··-· ·----.. -~ .. ,. --7 21 28 22 ___ ......,_ .... ·----·--28 23 -----··· ..... --· ,._ DATE TESTED -·· 02-22-9!1 DIMENSIONS INCHES 6 X 12 ---·· --03-15-91 6 X 12 ,.. ____ ~---OH ., • .. --··----~-~--.. 03-15-91 6 X 12 . - LABORATORY DATA REMARKS DISTRIBUTION------------- .. - TEST AREA SQ INCHES 28.27 28.27 28.27 f\ \} ~ lvA N\ A ii r I vv J MAX LOAD POUNOS --·----~ .... ·-- 85,000 124,000 121,000 ~ <) A ... J Pi\ --yv I \ I, iy /\ /\! -, I \) I I ~JJi~=~ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, ~39-80, C78-75, C617-76 DA TE .3-:/ ff. -fl_ COMPRESSIVE STRENGTH PSI 3010 4390 4280 -1 / Vl/ -' ~il;)rEssro~, WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS 1323d. Evel'lirrtJ Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 PROJECT ---'----MQCQmiI.CK...EAMILY TFUST__Lo.T._3_7 ___ PROJECT NO. 91-016 PROJECT ADDRESS 1958 KELLOGG .AVENUE CONTRACTOR McCORMICK CONSTEUCTION.L_ _________________ _ ARCHITECT/ENGINEER SMITH CONSULTING ARCH / BOD TO BE BILLED ____ ..:.M.:.::c::.:C::.:O::::RM=I=-C=K::.:_.:::C.::::0.=.:N:.::S:.::Tc.::cR:.::U~C::..::T::.::I:::.:O:::~Nc!..-_--'-_______________ _ BLDG. PERMIT NO. _ ..•. 90-1288 PLAN FILE NO. _____ N./. ..__ ______ _ SAMPLE DATA REPORT OF • CONCRETE D MORTAR O GROUT D OTHER SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 02-15-91 MIX DESCRIPTION 5 SACI( TICKET NUMBER ___ 2_l_6_0_6_5_. ______ _ MIX NUMBER _____ l_5_P _________ TIME IN MIXER l 3 0 MIN SLUMP 5 " ADMIXTURE _____ P_O_Z_Z _______ _ TYPE CEMENT ____ I_I __________ AIR CONTENT ~---N....:/_A ________ _ N/A 2500 UNIT W~IGHT _______________ DESIGN STRENGTH ------------ SLAB. ON GRADE LOCATION OF PLACEMENT -----------------~------------- SPECIAL TEST INSTRUCTION OR REMARKS • ------------------------ 2 5 0 0 --·"····-· 2 8 REQUIRE.D STRENGTH (l'c) -...,.-,,.-NNY.' .. ·-····---PSI AT-·--··-DAYS . UA AZLIN . 02-18-91 SAMPLES MADE BY ............ ---......... _____ . DATE RECEIV_Er> IN LAB . ······----....... ·----·-·-·-·-·····-·· LAB FIELD CONTHOL IDENTITY NUMBER ------ 7 17 .28 18 28 19 .• DATE TESTED 02-22-91. .. 03-15-911. .. · 03-15-9~ LABORATORY DATA ' DIMENSIONS INCHES 6 X 12 . ····-···---·-. 6 X 12 6 X 12 . .. TEST AREA SQ INCHES 28.27 28.27 28.27 ' MAX LOAD POUNDS 51,000 -----93,000 95,00C LABORATORY DATA REMARKS---------~~------ DISTRIBUTION -------------Q,,,_,( ~ BY ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS e:~1-69, C39·80, C78-75, C617-76 DATE 3-/g-'f I - COMPRESSIVE STRENGTH PSI 1800 3290 3360 ·' .......... ~~ 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT __________ MQCQRMI.cLFAMIL~RUST__LOT_3_7,_ ___ PROJECT NO. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT ADDRESS 1958 KELL_QQ.G . .AV.EN.\,!.,I,;,'--------------------- CONTRACTOR McCORMICK CONSTRUCTION __________________ _ ARCHITECT/ENGINEER SMITH CONSULTING ARCH / BODAS~~------------- TO BE BILLED ____ _.::M..::..c;:...C.:c..O.:.cRM;;;.=:;=I_;;_C=K;__;;Cc.;::O..:cN=S:..::T=R..::.:U::..;C=T=-=I=-0=-=N'-'--------'--------------- BLDG. PERMIT NO. -"--....::..9-"0_-..::1=2:..:8c...:8'--_· _. _____ PLAN FILE NO. ~----=N-1-/~A,___ ______ _ SAMPLE DATA REPORT OF ii CONCRETE D MORTAR D GROUT D OTHER _________________ _ SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 02-15-91 MIX DESCRIPTION S SACK TICKET NUMBER ___ 2_1_6_0_4_4 _______ _ MIX NUMBER _____ l_S __ P _________ TIME IN MIXER 4 o MIN SL:UMP -------'---5_" __________ ADMIXTURE _____ P_o_z_z ________ _ TYPE CEMENT II AIR CONTENT ____ N....c/_A ________ _ UNIT WEIGHT N / A DESIGN STRENGTH __ 2_5 _o_o _______ _ LOCATION OF PLACEMENT __ S_LA_B_O_N_G_RA_D_E _____________________ _ SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ 2506______ 28 REQUIFlED STRENGTH (f'c) ·-o-:ANNY···Az.LIN'···---· PSI AT_. -··-DAYS 02_18_91 SAMPtES MADE BY _ ----------;-·-· ____ DATE RECEIVED IN LAB __________ _ LAB FIELD CONTHOL IDENTITY NUMBER 7 13 28 .14 28 15 DATE TESTED 02-22-9 03-15-9 03-15-9 1 1 1 LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 - TEST AREA SQ INCHES 28.27 28.27 28.27 MAX LOAD POUNDS 56,50( 99, 00( 101,00( - LABORATORY DATA REMARKS------------------ DISTRIBUTION ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-B0, C78-75, ·C617-76 ~ . REVJEWED BY: ~/\--- DATE ~/8-C/ 1 COMPRESSIVE STRENGTH PSI 2000 3500 3570 " POOR QUALITY ORIGINAL S WYMAN TESTING LABORATORIES San Diego, G , (619) 48_,_ ..,,1., REPORT OF COMPRESSION TESTS . . 91-016 . PROJECT McCORMICK FAMILY TRUST LOT 3 PROJECT NO. _:PROJECT ADDRESS __ _..l...,.95..8_KELLO.GG.._AV,._E...,NL1.t..,_1E....._ ____________________ _ CONTRACTOR McCQRMICK CONSTRUCTION ___ _ ARCHITECT/ENGINEER SMITH CONSULTING ARCH / BODAS _________________ _ TO BE BILLED McCORMICK CONSTRUCTIQ.~-----'--------------- BLDG., PERMIT NO. ---=9...:;0'"""--"1=2c;..;8:;...8"'--_---_____ PLAN FILE NO. _____ ..LlN._,/..1.A:r..., _______ _ SAMPLE DATA REPORT OF Ill CONCRETE D MORTAR D GROUT D OTHER ___ _ '·suPPLIER ----ESCONDIDO READY MIX .. PLACEMENT DA'fE · -·03-13-9_·1:_-_· --- MIX DESCRIPTION --------------TICKET NUMBER ___ 1_2_9_4_3_1_8 ______ _ 5.5 SACK ----------"-------ilME IN MIXER 60 MIN ! . 355 p · .. MIX NUMBER , .. --------------------ADMIXTURE __ _..c.; __ P_O_Z_Z ________ _ ,· . 5 II ... SLUMP :. TYPE CEMENT II -----------------AIR CONTENT ____ N-'/,_A _________ _ UNIT WEIGHT N/A -----------------DESIGN STRENGTH 3 000 · .. LOCATION OF PLACEMENT __ G_RA_D_E_B_E_AM __ L_I_N_E_4_. _2_@_A_._5 _______________ _ ,. '1 •• 1' ••• t''--:---------------------------------------. ,, .. :i"SPECIAL TEST INSTRUCTION OR REMARKS ------------------------- , '' t ·, • 3000 28 . · __ A);OUIRED STRENGTH (f'c) --·JOHN-POWEL--=L _____ PSI AT-----·-· DAYS , •::, SAMPLES MADE BY ---·-DATE RECEIVED IN LAB 03-15-91 .. I, .. :' ., -.,....-------------------------------------------., LABORATORY DATA ' . --------------------------------'---------------------· / . .: -:. ' ' E I~ • I. ~ .,.;.(""··FIELD ·' :,:;·'·IDENTITY !,.: LAB· CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ INCHES MAX LOAD POUNDS ., 7 57 03-20-9tl. 6 X 12 28.27 , .. # 28 58 04-10-91 6 X 12 28.27 28 59 04-10-91 6 X 12 28.27 I t .. , ,-· /1 ',t,I.I', t :',i· .. : ,, . -i.~·1\,;. 1 ',. ~ ,• ' ,';ii-;:.}h . .1rf i ~,,,_._ '..-,'!if)LA~O.RATORY DATA REMARKS----------~--------, .• ·1·: 11-'. ·, • .. -. ·/ .. D1$T~!~.IJJ:ION _____________ _ './ii!;f '. 1 . a REVIEWED BY· . ~; , .~LL SAMPLING AND TESTING tfln..e,_~-·~- ·:::: :;;CONDUCTED IN ACCORDANCE WITH DATE . '(.:::-/. .. 7.::.9.L ·, ASTM STANDARD DESIGNATIONS · · C31~69, C39-80, C78-75, C617-76 . i: •• 49,000 94,00C 97,50C : .. ' COMPRESSIVE STRENGTH PSI 1730 3320 3450 < : . ,: ... ' : : ·~· ---: ~ ' . .. · .. ., •l ~ fl • I • I ' """ L . 1323 ng Creek Dr. \ .. WY.MAN TESTING LABORATORIES ,·. REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 . PROJECT McCORMICK FAMILY TRUST--La:c..-3----PROJECT NO . . ~ROJECT ADDRESS 1958 KELLOGi..::1G__.cA..,.V...,1;E:u:NuIJT.J .:,._ ____ _ .CONTRACTOR ____ M~c~C~OuRM~IwC~K~~C~O~N~S~T~RuU~C~TLI~Ou.J.'i __________________ _ ' . . _ARCHITECT/ENGINEER -~S:!'JM6!,I,.:,iT,:tHL_lC..iO..t.N~Si:2!.!U..1.Li:.i.T:..iI...£Nu.G:L..1A:i.1Rt1.JC~Hu_-1-/_.i::Bil.G1J..DuAliS:i _______________ _ TO E:\E BILLED ____ £JM~c~C~O~RM~I,1,,C~K~C~O~N:u;S;uTuR5.!.U~C..:..:T1...I~O.LJ.L _________________ _ ::· BLDG. PERMIT NO. __ .....::;9...;;;0c...--=1=2=-8=-8=----------PLAN FILE NO. _____ ..iiNL//..1.A:,,...._ ______ _ SAMPLE DATA 'REPORT OF a CONCRETE D MORTAR c;,:J GROUT O OTHER ~UPPLIER ESCONDIDO READY :MIX PLACEMENT DATE 03-14-91 MIX DESCRIPTION 5.5 SACK --------------TICKET NUMBER 1294436 M.IX NUMBER 355 p ----------------TIME IN MIXER 60 MIN SLUMP 3" ------------------ADMIXTURE _____ P_O_Z_Z ________ _ . TYPE CEMENT II ------------------AIR CONTENT ____ N_._/ A _________ _ ILJNITWEIGHT N/A DESIGNSHIENGTI-I 3 oOO LOCATION OF PLACEMENT FOOTING LINE A @ 4 • 2 SPECIAL TEST INSTRUCTION OR REMARKS 3000 28 REQUIRED STRENGTH (f'c) JOHN POWELL PSI AT _______ DAYS 03 _15_91 SAMPLES MADE BY .. -------------· DATE RECEIVED IN LAB __________ _ LABORATORY DATA LAB FIELD CONTROL · IDENTITY NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ INCHES MAX LOAD POUNDS ,-t,., ' ~ ' f ''. ,· ! . . • f ' .. .. _;,, 7 61 28 62 28 63 - 03-21-9 tI. 6 X 12 28.27 04-11-91 6 X 12 28.27 04-11-91 6 X 12 28.27 .. .. ' .. /:,LABORATORY DATA REMARKS ________ _ .·•-J;· '_·.· ---------. \,,, .. · .. , -----~----·-"'---···---·-"---···-"------'-----------'-- •• :, 1 DIST,RJE}UJ,ION ____ _,_ _____ __.;. __ _ : ;·:::( '.;':\;.·:"""~-~ ~BY: 83,000 116,000 111,500 ;_· : ,· -~~~:_SAMPLING A!'JD TESTING / .; · ': CONDUCTED IN ACCORDANCE WITH DATE '3/"-/?~L : ::1 ASTM STANDARD DESIGNATIONS ~;:/Jj~3,1rf?9, C39·80, C78-75, C617-76 ~:,,l;l_:·'f. ;; : ·~? ~~ , ·, '• • ._,1T COMPRESSIVE STRENGTH PSI 2940 4100 3940 '·· t,i i Wyman Testing Laboratories 13230 E\/E:f'.JING CFH::EK DRIVE SOUrl,i,.,-UITE 2'18 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 ... -...._ _ _..,.._........,.J,.. ..... --COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQ_UIRED APPROVAL BY OPRE-STRESSED C0NC.RETE 0 REINFQRCED GYPSUM Cl GLUE-I.AM.FABRICATION THE SPECIAL 11\JSPEGT0R OF OREINFORCED MASONRY OPILE DRIVING []OTHEF-1 JOU ADDRESS ·-•U IO-I .. 11'011 WEEK 1958 Kellogg N0.9J.-016 !::NlllNG 3-8 1!) 91 OWNEI~ OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. McCormick Family Trust 90-1288 ·CONST!~·. MAT'L'(TVPE,GRADE,ETC.) ARC,HlhCT ' Smit Consultants DESIGN STRENGTH' !SOURCE OR MFGl'l. ENGINEER f'c 3000 psi Escondido Ready Mix t=)ESC::HIUE MAT'l.,. {MIX [JIZ"SIGN, RE: DAil C-.HALIL ll-,MFG11:.) -GENf:!H/\ I.., (iONIJ-? ACT() ll A615 A706 A36 . . McCormick: --·----··· ·--- Mix Desiqn 3551? CONTR, DOING REPOHTtc:P WORI( Sierra Cascade LAB RECEIVING Be TESTING CONSTR, MAT'L. SAMPLES Wyman Testing Laboratory --·--·---· ----------~ ---· ... -----·-----· ----' --· ----····--... ---- CONCRETE INS]?ECTION 3-4 Inspected the reinforcing steel installation for panels per details noted on sheets S-6 & S-7 approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. verified dimensions o-f excavated locations. Checked locations of embedded items and sleeves. Inspeoted the placement and consolidation of 150 cubic yards of concrete, mix design, # 355P in the following locations: panels N 6, 7, 9; E 2A, 3. I w 1, 2, 3, 4, 5, 6. one set of 4 test cylinders taken from panel N-9. Slump test results 4 II• Concrete supplied by Escondido Ready Mix. Ticlcet # 216408, truck # 526. Worlc inspected is in accordance with the approved plans. ;J~:~1} tr) ~~ .. -,a --,~ ... ~ CEflTIFICATION OF C0MPLIAI\ICE I Hl::IIEUY CEHTIFY THA 1 I HAVE INSPECTED ALL 0t= THE AIJCJVE f{El'OFrfED VVOliK, UNLESS QTHEHWISE NOTED I HAVE FOUND TIIIS wom:. ro COMPLY WITH THE APPROVED Pi.ANS SPECIFICA.TI0I\JS, & /\l'l'LIC/\IJl.t::SEC'l'IONS 01' '[Hf:: CITY Of' SAN OIEG0 BUILDING LAWS. t \ l'.J\1· .,i}V' \ \/l· {J u< f: ~SIGNJlTUflli: Ot~ REGISTERED INSPECTOR .~ q · l1 I '-l..:..:l...,_(l-'-'~''-'--J. ____ _ DATE OF REPORT REGISTER NUMBER Wyman ·-13230 EVENING CFlEEf( DRIVE SOUfN.:8UITE 218 Testing Laboratories SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 ~~J:dStMl!?it -· -COVERING WORI< PEl1FORMED 0REI.NFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY []PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF []REINFORCED MASONRY 0PILE DRIVING 00THEH JOB ADDRESS IFOR WEEK 1958 Kellogg Avenue N0.91-016 ENDING 3-15 19 91 OWNER OR PROJECT NAME · BL.CG. PERMIT NO. I PL.AN FIL.ENO. McCormic:k Family Trust 90-1288 CONSTR. MAT'L. (TYPE,GRADE,ETC.) ARCHITECT Smith Consulting Architects DESIGN STRENGTH 'SOURCE OR MFGR. ENGINEER ·f'c 3000 psi Escondido Ready Mix Coneer Engineering DESCRIBE MAT'L.. (MIX DESIGN, RE·BAR GRADE 8: MFGR.) GENERAL.CONTRACTOR Mix Desiqn # 355P ASTM A615 Gr. 60 ·McCormick CONTR. DOING REPORTED WORI{ Sierra cascade L.AB RECEIVII-IG 8: TESYING CONSTR. MAT'L. SAMPL.ES Wyman Testing Laboratory --·· ----. ------... ..,, ____ --.. ----· --·--.. -.. -----·--·-·-.. CONCRETE INSPECTION 3-13 Inspected the reinforcing steel installation for grade beams and footings per details noted on sheet S-3 and engineers report. Inspected reinforcing steel for size, grade, lap, locations, and clea;rances. verified member dimensions with inplace formwork. Verified ctimensions of excavated locations. Chec]ced locations of embedded items and sleeves. Inspected the placement and consolidation of 123.5 cubic yards of concrete, mix design # 355 p in the following locations: grade beams and footings 5 at P.6-B, 4 at A-A. 6, footings E at ~..,.3 ;-4-5.5, A. 6 at 4.3-5. One set of 4 test cylinders taken from grade beam. Slump test results 5 II • concrete supplied by Escondido Ready Mix. Ticket # 1294318, truck # 281. Work inspected i.s in accordance with the approved plans • . ..-.. ..... ~ .•. 11.""''"""_i:::.,111:1 ~1:1.111 U ....... , .. j..i,,,,,,. W.*loltl -·- , __ 1a ~ r ~ .. CERTIFICATION OF COMPI.IANCE I HEREBY CERTIFY THAT I HAVE INSPl::CTl::D ALL 01= THE ABOVE F!EPORTED WORK, UNLESS OTHEl'lWISE NOTED I HA\/1:: FOUND Tl:IIS WORK TO COMPLY WITl;-I THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. -==--_D_A_,T..,.,E""'o'---,F-"-R--1=-o-R_T__ ~~STER 'NUMBER ~-Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINF0RCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED-APPROVAL BY OPRE-STRESSED CONCRETE OREINF0RCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING D0THER JOB ADDRESS IFOR WEEK 1958_ Kellogg Avenue N0.91-016 ENDING 3-15 19 91 OWNER OR PROJECT NAME ElLDG. PERMl'T NO. I PLAN FILE NO. MqCorm.:j.ck Family Tru~t 90,-1288 C0NST_R. MAT'L (TYPE,GRADE,ETC.) ARCHITECT S~ith Consulting Architects DESIGN STRENGTH 150URCE OR MFGR. . ENGINEER f'c 3000 psi Escondid9 Ready Mix Coneer Engineering DE;SCRIBE M"T'L. (MIX DESIGN, RE-BAR GRADE Be MFGR.) GENERAL CONTRACTOR Mix. Design # 355P ASTM A615 _<:;r. 60 McCormick CONTR. DOING REPORTED WORK Sierra Cascade LAB RECEIVING Be TESTING CONSTR. MAT'L SAMPLgS Wyman Testing Laboratory CONCRETE INSPECTION 3-14 Inspected the reinforcing steel installation for footing per details A/N on sheet S-3 of approved drawings. Inspected r·einforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 9.5 cubic yards of concrete, mix design # 355 p in the following locations: footings 1.6 at E, 4 at E, A at 3.75-4.4. · One set of 4 test cylinders taken from footing A at 4.2. Slump test results 3 II• Concrete supplied by Escondido Ready Mix. Ticket # 1294436, truck # 191. Work inspected is in accordance with the approved plans. CERTIFICATION OF COMPLIANCE ~~\, OJJ\ I HEPlEBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE HEl'0RTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF R ~G'l,ilTEREDINSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECT.IONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER Ni\iJMBER Wyman Testing Laboratories COVERING WORK PERFORMED 0REINFORCED CONCRETE WHICH REQUIRED APPROVAL BY 0PRE-STRESSED CONCRETE THE-SPECIAL INSPECTOR OF 0 REINFORCED MASONRY JOB ADDRESS 1958 Kellogg Avenue OWNER OR PROJECT NAME McCormick Family Trust CONSTR. MAT'L (TYPE,GRADE,ETC.) DESIGN STRENGTH 15OURCE OR MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE·BAR GRADE Be MFGR.) 13230 EVENING CREEK DRIVE SOLJTH,,$.\d!TE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 DSTRUCT. STEEL ASSEMBL y DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION DPILE DRIVING OOTHER N091-Q16 'FOR WEEK ENDING 3-22 19 91 BLDG. PERMIT NO. I PLAN FILE NO. 90-1288 - 'ARCHITE:CT 'ENGINEER GENERAL CONTRACTOR CONTR. DOING REPORTED WORK sec · LAB RECEIVING Be TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory UNSCHEPULED CANCELLATION 3-22 Reported-to project site for scheduled welding inspection. Due to conditions outside of our control, welder was not ready to WEald (tack only), scheduled work was cancelled without notice. No inspections were perform~d. - CERTIFICATION OF COMPLIANCE 4//J(d I HEREBY CERTIFY THAT I HAVE ·INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS S,l;,r;;i;E OF REGIS•,...REDCJ,S>r.iPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATI.ONS, & < 2~ ?/ ... -5, APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. D/OFtEPORT REGISTER NUMBER Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY COVERING WORK'PERFORMED WHICH REQUIRED APPROVAL, BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION JOB ADDRESS, 1958.Kello OWNER OR PROJECT NAME OREINFORCED MASONRY OPILE DRIVING O0THER NO. . FOR WEEK ENDING McCormick Famil Trust CONSTR, MAT'L (TYPE,GRADE,ETC.) Pre-Cast Co c e DESIGN STRENGTH MFGR. 19 LES WELDING INSPECTION 3-28 Visually inspected the flare bevel & flare groove welding of panel to footing hold down connecti.ons in the following loc?1,tions: line 4 at A.6 and A.a; 5 at A.8; B at 5 & 5.4 per detail 9/S-8 and 5/S-2. - Visually inspected the flare bevel groove welding of panel to panel chord connections in the following locations: line 1 at A.8; B.5; c; C.6; D.3; line Bat 5.3; 6 at B.8; C.4; D.2; A at 2.1; 2.9; 3.6; Eat 4.4; 5.1; 5.7; 1.8 & 2.5 per detail 3/S-9 and 5/S-2. . . ~ Visually inspected the fillet welding of panel to column connections in the following locations: line 6 at A & E per detail 9/S-9. Visually inspected the fillet welding of shear panel to wall panel brace connections in the following locations: line Eat 1.1 and 5.9; C.9 and 1 & 6. Visually inspected the fillet welding of panel to panel corner connections in the following locations: line 1 at A & E; 6 at B & E; 5 at A.8 per detail 5 & 6/S-9. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the approved plans and job specifications. ~ Note: Verified 3/4" expansion anchor embedment for w ledger to panel connection_s to be 4 1/2" minimum per engf.p~ s detail for stack poured panels NJ & N4. · f0~,¢-9 t/l<;\ · 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. REGISTER NUMBER Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0REINFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY 0PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION 0REINFORCED MASONRY 0PILE DRIVING 00THER JOB AOORESS FOR WEEK ENOING 1958 Kello NO. 19 PLA Fl ENO. T Reinf. Steel ASTM CONCRETE INSPECTION 4-2 Inspected the reinforcing steel installation for an added grade kicksr beam per Ken Boe with Caneer Engineering, see attached drawing. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Inspected the placement and consolidation of 40 cubic yards of cohcrete, mix design# 3-55P in the following locations: poured on top of existing footing between footing and slab in the pour strip area line 4 from A to A. 75 and line A,. 75 from 4 to 5 and line 5 from A. 75 to line B. and line B from 5 to 5. 5, approximately 2 1/211 in height (depth) in these transition areas. One set of 4 test cylinders taken from line 4 at A.5. Slump test results 4 11 • Concrete supplied by superior Ready Mix. Ticket# 217077, truck# 526 • . Work inspected is in accordance with the required engineers records and drawings. 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 SPECIFIC.ATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. _,~GN7URE _ _,it:.~/.1/~ ;,' ~"::-r-·=tl~~=,,.--..... 1.C.B,O, CONCRETE #89:34-'399-E #aotRgORT I c 8 0 R~IiJ~Ft.r.iv.MB(;.ft. • • • • Ml"\~VNM T ff.ll t 19 CITY Of: SAN r:llz;'C...0 C-1t. M. M~ 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES . REPORT OF COMPRESSION TESTS PROJECT McCORMICK FAMILY TRUST LOT 37 PROJECT NO. 1958 KELLOGG AVENUE PROJECT ADDRESS McCORMICK CONSTRUCTION CONTRACTOR SMITH CONSULTING ARCH/ BODAS ARCHITECT/ENGINEER .. McCORMICK CONSTRUCTION ~ ... TO BE BILLED 90-I288 N/A BLDG. PERMIT NO. PLAN FILE NO. SAMPLE DATA REPORT OF a CONCRETE D MORTAR OGROUT OOTHER Suite 218 San Diego, CA 92128 (619} 486-0354 91-016 SUPP.LIER SUP~ETOB, PLACEMENT DATE QA.-Q2-Q1 MIX DESCRIPTION 5.5 SACK TICKET NUMBER 21:ZQ:Z:Z MIX NUMBER 355 P TIME IN MIXER ~Q MIN SLUMP 4" ADMIXTURE POZZ TYPE CEMENT II AIR CONTENT NLA UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT LINE 4 AT BOTTOM AND A.5 LINE 4 @ A. 5 £ MINI GRADE BEAM SPECIAL TEST INSTRUCTION OR REMARKS ---~------------------- REQUIRED STRENGTH (f'c) __ 3_o_O_O _______ PSI AT . 28 DAYS SAMPLES MADE BY ___ JU_L_I_E_M~O_E_N _______ DATE RECEIVED IN LAB _______ o_4_-_o_3_-_9_l LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 65 04-09-9 28 66 04-:-30-9 28 67 04-30-9 ,, LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 .,L J l {')'1 \'t' /'l'-' I ~ MAX LOAD POUNDS 86,000 115,000 121,500 4 (),+I \ /\ {' ½' • '"''' V ~ \ lt I D \ \ LABORATORY DATA REMARKS ------,------------,,-'------- .DISTRIBUTIQN ---'-------------'-~L~ BY ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69. C39-80, C78-75, C617-76 DATE 5';.-/-7' / .•. COMPRESSIVE STRENGTH PSI 3040 4070 / 4300 m{/ i~ ) ) Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH-REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINF0RCED MASONRY OPILE DRIVING O0THER JOB ADDRESS, IFOR WEEK 1958 Kellooo Avenue Carlsbad NO, 91-016 ENDING 4-19 19 OWNER 'OR PROJECT NAME BLDG, PERMIT NO, I PL.AN FILE NO. McCormick Family Trust 90-1288 CONSTR. MAT'L (TYPE,GRADE,E'r.C.\ ARCHITECT Pre Cast Concrete Tilt Up Smith Consultina DESIGN STRENGTH 'SOURCE OR MFGR, ENGINEER Leroy "Bodas" Enoineerina DESCRIBE MAT'L. (MIX DESIGN, RE•BAR GRADE & MFGR',) GENERAL.CONTRACTOR ASTM A325 T.S. Bolts ASTM A500 Tube McCormick Construction CONTR. DOING REPORTED WORK Steel ASTM A36 Misc. Steel ·:e:1ectrode Artimex Iron LAB RECEIVING & TESTING CONSTR, MAT'L SAMPLES AWS E7018 I Wvman Testina Laboratorv I WELDING INSPECTION 4-18 Visually inspected the fillet welding of tube steel braces to gusset pJ,.ate connections in the following locations: line D.3 at 3. 2; A.5 at 2. . I B at 1 and D at 3. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwis,e noted are free of visible defects and in accordance with details on sheet S11 of the approved plans. NOTE: Verified anchor bolts for nut installation. Nuts are missing on brace frame, 2 at 8.5; co 1 umn s at line 3.6 at D and 0.1; all others are o.k. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. r1~f;fiyt~ .. 91 -· i I i . I I· !· 'i 1 j l ! . l ! ! I I ! i '! f, ' 1. Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOU-T~l:JffE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0Gi'..UE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0REINFORCED MASONRY 0PILE DRIVING DOTHER JOB ADDRESS 1958 Kellog Ave. Carlsbad N0.91-016 IFOR WEEK ENDING 2-1~ 19 Q1 OWNER OR PROJECT NAME BLDG, PERMIT NO. IPA~No~LE1~029 McCormick CB90-1288 CON?TR:f: MAT'L (TYPE,GRADE,ETC,) ARCHITECT Rein creed Concrete ·smith Consultina DESIGN STRENGTH 15ouRcE-OR MFGR. -ENGINEER 2500 psi Escondido Ready Mix Coneer Enqineerinq 5ESCR.IB~AT'L. (MIX DESIGN, RE-BAR GRADE Ile MFGR.) GENERAL CONTRACTOR Sac Type II Cement w/Pozz McCormick CONTR. DOING REPORTED WORK Reinforcing Steel ASTM A615 Gr. 60 Sierra Cascade Mix Design # 'LAB. RECEIVING & TESTING CONSTR. MAT'L SAMPLES ISP Wyman Testing Laboratorv CONCRETE INSPECTION 2-11 Inspected the reinforcing steel installation for spread footings per general notes and footing schedule 2 of S2 and typical detail 8 on S8 and .. 14 on S8 of approved drawings. Inspected reinforcing steel for and clearances. size, grade, lap, locations, Verified member dimensions with inplace formwork. Verified dimensions Of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 60 cubic yards of concrete, mix design # 15 in the following locations: line B at 1.5, 1.7, 3, & 4; line B.5 on 2; line C at 2, 3, 4 & 5; line C.5 at 2; line D at 2°; 2.5, 3 & 3.4; line D between 3 & 4 and D at 4 and 5; line D.5 on 2 & 2.5. One set of 4 test cylinders taken from line D at 3. Slump test results 4 II• Concrete supplied by Escondido Ready Mix. Ticket # 12914988, truck# 455. Work inspected is in accordq.nce with the approved specifications and plans per the UBC. CERTIFICATION OF COMPLIAN.CE I HEf-1EBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE lll:POllTED WORK, UNLESS OTHERWISE NOTED I HAVE FOlJND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. ~tJ~/1SKt/ ;/tdlv ~ SIGNATURE u.. G R IN P"-"=TOR ' I I:) I f~I '.J.: ' Wyman Testing Laboratories 13230 EVENING CREEK DRIVE sou~' .TE 218 SAN DIEGO, CALIFOR 1A 92128 (619) 186-0354 OREINF0RCED <;:ONCRETE OSTRUCT. STEEL ASSEMBLY -COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS 1958 Kellog Ave. OWN~R OR PROJECT NAME McCormick . CON!:\TR. MAT'L (TYPE,GRADE,ETC.) Reinforced Concrete Carlsbad DESIGN STRENGTH !SOURCE OR MFGR, 2500 psi Superior Readv DESCRIBE MAT"L. (MIX DESIGN, RE•BAR GRADE Be MFGR.) 15P = 5 Sack Type II Cement w/Pozz Mix 2500 psi Reinforcing Steel ASTM ~615 NO. 91-016 IFOR WEEK ENDING 'J-11:;: BLDG, PERMIT NO. CB90-1288 ARCHITECT Smith Consultina ENGINEER Coneer Enaineerina GENERAL CONTRACTOR .McCormick CONTR, DOING REPORTED WORK ~i~rr::1 ("::1c:::.~::1r'I,:, , 19 01 Grade 60 # 3 Bar Grade 40 · LAB RECEIVING.Be TESTING CONSTR, MAT'L SAMPLES Wvman Testina Laboratnrv CONCRETE INSPECTION 2-14 Inspected the reinforcing steel installation for slab on grade per detail 4 ori s;a· and foundation plan sheet S3 and per general notes on S2 and for the elevator pit floor. per detail 12 on S8. Inspected reinforcing steel f.or size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 244 cubic yards of concrete, mix design# 15P in the following locations: Bays A.5-B, 1 thru 2 and A thru B, 2 thru 6; also, bay c to D from 1 thru 6 and elevator pit floor located on line D.5 at 3 through 3.2. One set of 4 test cylinders taken from line D at 3.75. Slump test results 5 3/4". Concrete supplied by Superior Ready Mix. Ticket# 215999, truck# 538. One set of 4 test cylinders taken from line A.5 at 1. Slump test results 5 1/4". Concrete supplied by Superior Ready Mix. Ticket# 216011, truck# 526. Work inspected is in accorqance with the approved specifications and plans per the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE HEP0RTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & /1.PPLICABLESECTIONS OF THE CITY OF SAN Dl!;G0 BUILDING LAWS. SIGNATURE O '' 'lEGIS1"ERED INSP ;} <~ ~ · . I.C.8.0. CONCAETE #89-34399-88 dAT OF EPORT I.C.B.O. ~~<8€JrqA1)1',f3,.,,9 l"'l"T\/ 1'9\t"""' ,,,.. I\ .. ' -..,--,_, -.. .. " I ,i I:· Wyman Testing Laboratories 13230 EVENING CREEK DRIVE soud"~E 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY DPILE DRIVING OOTHER JOB ADDRESS 1958 Kelloq Ave. Carlsbad IF.OR WEEK N0,91-:-016 ENDING 2-15 19 91 OWNER OR PROJECT NAM.E Mccormick · BLDG. PERMIT NO. IPALA9NOFOILE1'N402. 9 CB90-1288 CONSTR. MAT'L (TYPE,GRADE,E.TC;} Reinforced Concrete ARCHITECT Smith Consultinq DESIGN STRENGTH 'SOURCE OR MFGR, 2500 psi Escondido Readv Mix ENGINEER Coneer Enqineerinq DESCRIBE MAT'L, (MIX DESIGN, RE·BAR GJJADE & MFGR.} 5 Sack Type II Cement w,Pozz GENERAL CONTRACTOR . McCormick Reinforoinq Steel ASTM A615 Gr. 60 CONTR. DOING REPORTED WORK Sierra Cascade LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES · Mix Des.ion # 151?. Wvman Testinq Laboratorv REINFORCING STEEL VERIFICATION 2-14 Inspected the reinforcing steel· installation for slab on grade per general notes S2 and specific detail 4 on S8; also, the reinforcing steel for the elevator shaft (pit) floor located on line D.5 at 3 through 3.2 per detail 12 on S8. Inspected reinforcihg steel for siz•, grade, lap, locations and clearance. Verified member dimehsions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Work inspected is in accordance with the approved plans and the UBC. . .In addition to the reinforcing steel called out in the approved plans, the slab on grade area 1 thru 3. 25 and A thru B. 7 was doubled up on spacing -# 3 's at 9 11 o. c. ea. way and # 4. bar dowels at 13" o.c. due to soils condition. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED 0ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED _I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & /\PP LI CABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT -----~M=c~C,Q_l~M.I_CK,J:AMILY TRUST LdT 3 7 PROJECT NO. PROJECT ADDRESS 1958 KEL]:.JOGii....AYEN..u:U~Ei__ __________________ _ CONTRACTOR McCORMICK CONSTRUCTION ARCHITECT/ENGi NEEi~ SMI'rI-1 CONSULTING ARCJI / BODAS _____________ _ TO BE BILLED ----~M~c~C~O~RM.~I~C~K~::::C~O~N~S'..=T~R~U~C~T~I~O~N~---'----------------- BLDG. PERMIT NO. ___ 9 _0_-_1..,...2_8_8 _______ PLAN FILE NO. -----~N.L/~A,__ ______ _ SAMPLE DATA REPORT OF • CONCRETE O MORTAR D GROUT O OTHER ____________ ------ SUPPLIER --'-----'----S_UPERI_O_R_R_E_•A_D_Y_M_I_X __ PLACEMENT DATE 02-14-91 5 SACK . 216011 MIX DESCRIPTION .. _ ··--............ . ..... ·-·-···--··· ...... ·-··--·----·-TICKE r NUMl3El1 .. ..• .... ........ ..-·------·---............ . MIX NUMBER 15 p TIME IN MIXER 41 MIN SLUMP 5 -1 /4 " ADMIXTURE ~----P_o_z_z _______ _ ____ I_I_-'----------AIR CONTENT ____ N_/_A ________ _ N/A 2500 TYPE CEMENT UNIT WEIGHT -------=-===--=,__,=--,.,-,,----DESIGN STRENGTH LINE A.5@ 1 LOCATION OF PLACEMENT-'------------------------------- SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ 50' REQUIRED STRENGTH (f'c) --;::n:JI;I'E7i0E'...,N _____ PSI AT ___ DAYS 02-15-91 SAMPLES MADE BY DATE RECEIVED IN LAB __________ _ LAB FIELD CONH10L IDENTITY NUMBER 7 9 28 10 28 11 DATE TESTED 02-21-9!1 ·03-14-91 03-14-911 LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28 .;37 .. - MAX LOAD POUNDS 54,000 95,000 94,500 LABORATORY DATA REMARK$ ---------·--~- DISTRIBUTION ____________ _ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~ REVIEWED BY: -~~~L .......... 26(~ DATE 3./.!:.: .. CJ.L COMPRESSIVE STRENGTH PSI 1910 3360 3340 ' '· Wyman Testing Laboratories '13230 EVENING CREEK DRIVE SOUTH, SUITE 2'18 SAN DIEGO, CALIFORNIA 92128 (6'19) 486-0354 COVERING WORK PERFORMED 0REINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF O REINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS 1.958 Kello Avenue OWNER OR PROJECT NAME McCor~ick Family Trust CONSTR. MA,;"L (TYPE,GRADE,ETC.) Punch List Carlsbad DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE·BAR GRADE & MFGR.} NO. 91-016 FOR WEEK ENDING 5-2 0 BLDG. PERMIT NO. PLAN FILE NO. 90-1288 ARCHITECT Smith Consultin Architects ENGINEER · Lero "Bodas" En ineerin GENERAL CONTRACTOR McCormick Construction CONTR. DOING REPORTED WORK 19 91 LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES 5-17 ---------> -.-·-----> ------· --> ---------> w man Testin Laborator P U N C H L I S T Nail off all equipment curbs Mastic inverted corners at wooden parapet Mastic around all pipes Mastic all tears, holes in baseflashing on parapet wall 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 SPECIFICATIQNS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY ClPRE-STRESSl:D CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS IFOR WEEK 1958 Kelloa Avenue NO. 91-016 ENDING 4-5 19 OWNER OR PROJECT NAME BL.CG. PERMIT NO. I PL.AN FIL.E NO. McCormick Familv Trust 90-1288 CONSTR. MAT"L. (TYPE,GRAOE,ETC.) ARCHITECT Smith Consultina DESIGN STRENG"l'H ,,SOURCE OR_MFGR. ENGINEER Coneer Enaineerina DESCRIBE MAT'L.. (MIX DESIGN, RE·BAR GRADE 8c MFGR.) GENERAL.CONTRACTOR ll.. ~'T'M ~ 1 f; Rl·.oo l 'F.701 8 Taow-Hv ~ .. -M~Cormil'"'k- CONTR. DOING REPORTED WORK H!l o,-,+rnnoc· ll.r+im~x L.AB RECEIVING 8c TESTING CONSTR. MAT'L. SAMPL.ES Wvman Testina Laboratorv WELDING INSPECTION 4-5 Visually inspected the fillet welding of purlin bucket to embedded plate connections in the following locations: along 1 line and 6 line at C & D along 4 & 5 line at B and B.5 along E line at 3 & 4 line. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in acco~dance with the -approved drawings and AWS D1.1. ~~1~0~ \ o\~' b~ 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. 91 Wyman Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE THE SPECIAL iNSPECTOR OF OREINFORCED MASONRY JOB ADDRESS 1958 Kellogg Avenue Carlsbad OWNER OR PROJECT NAME McCormick Family Trust CONSTR, MAT'L (TYPE,GRADE,ETC.) Concrete DESIGN STRENGTH 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OSTRUCT. STEEL ASSEMBLY OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OPILE DRIVING 00THER NO. 91-016 IFOR WEEK ENDING 4-12 19 91 BLDG. PERMIT NO. 'PLAN FILE NO. 90-1288 ARCHITECT $mith Consulting 3000 psi 15ouRCE OR MFGR. ~scondido Ready Mix . ENGINEER Leroy. 11 Bodas 11 Engineering DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) Mix Design# 355P GENERAL CONTRACTOR McCormick Construction CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wvman Testino Laboratory CONCRETE INSPECTION 4-8 Inspected the placement and consolidation of 9.5 cubic yards of concrete, mix design # 355P in the following locations: footing on line A between 4.2 and 5. One set of 4 test cylinders taken from footing at line A at 4. 5. Slump test results 3 1/2 11 • Concrete supplied by Escondido truck # 448. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. Ready Mix. Ticket # 1296161, , .. v~/ SIGN TURE OF REGISTERED INSPECTOR '1-ff' ~q; DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFO.RCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER JOB A·DDRESS IFOR WEEK 1958 Kellogg Avenue Carlsbad N0.91-016 ENDING 4-19 19 OWNER OR PROJECT NAME BLDG. PERMIT NO. 'PLAN FILE NO. McCormick Family Trust 90-1288 CONSTR. MAT'L {TYPE,GRADE,ETC.) Pre Cast Concrete Tilt Up ARCHITECT Smith Consulting DESIGN STRENGTH !SOURCE OR MFGR. ENGINEER Leroy "Bodas" Engineerino DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE 8c MFGR.) GENERAL CONTRACTOR ASTM AS00B Tube Steel McCormick Construction -CONTR, DOING REPORTED WORK ASTM A36 Misc. Steel Artimex Iron -"LAB RECEIVING 8c TESTING CONSTR. MAT'L SAMPLES Electrode AWS E701.8 Wyman Testing Laboratorv WELDING INSPECTION 4-16 Visually inspected the fillet welding of saddle hanger to embed plate connections in the following locations: at columns on line E at 3.3 & 3 . 8 . Visually inspected the fillet welding of beam T connectors to wall embed plate connections in the following locations: line E &t 3, 2; line 1 at B, D, D.5, A.4; line A at 1. 8. Visually inspected the fillet welding of field located beam connection plate to cross beam connections in the following locations: line 3.6 at D & D.1; D.5 at 3 & 3.2. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are accordance with qetails on sheet 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. free of visible defects and in 811 of the approved plans. 91 Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED 0REINFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY WHICH ·REQUIRED APPROVAL BY 0PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0REINFORCED MASONRY DPILE DRIVING . DOTHER JOB ADDRESS IFOR WEEK 1958 Kellogg Avenue Carlsbad NO. 91-016 ENDING 4-19 19 OWNER OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. McCormick Family Trust 90-1288 CONSTR. MAT'L (TYPE,GRADE,ETC.) ARCHITECT Pre Cast Concrete Tilt Up Smith Consultinq DESIGN STRENGTH IS~URCE OR MFGR. ENGINEER Leroy_ "Bodas" Enoineerinq DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR ASTM AS00B Tube Steel McCormick Construction CONTR. DOING REPORTED WORK ASTM A36 Misc. Steel Sierra Cascade LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Electrode AWS E7018 Wyman Testinq Laboratory WELDING INSPECTION 4-17 Visually inspected the fillet welding of tube steel column to base plate connections in the following locations: line 3.6 at D & D .1. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected and unless otherwise noted are accordance with detail 8 on sheet - CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE R!;PORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. free Sl0 for size, length, location, of visible defects and in of the approved plans. ~ti/kl;// q SIGNATURE OF REG~ERED INSPECTOR -(7-?I t/3£ DATE OF REPORT REGISTER NUMBER 91 Wyman Testing Laboratories '13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH-REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 'FOR WEEK 1958 Kelloqq Avenue Carlsbad NO. 91-016 ENDING 4-19 19 OWNER OR PROJECT NAME BLDG. PERM_IT NO. I PLAN FILE NO. Mc~ormick Family rrust 90-1288 CONSTR. MAT'L (TYPE,GRADE,ETC.\ ARCHITECT Pre Cast Concrete Tilt Up Smith Consultinq DESIGN STRENGTH 150URCE O.R MFG.R. ENGINEER Leroy "Bodas" Enqineerina .DESCRIBE )YIAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR ASTM A325 T.S. Bolts ASTM A500 Tube McCormick Construction CONTR. DOING REPORTED WORK Steel ASTM A36 Misc. Steel Electrode Artimex Iron LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES AWS E7018 Wvman Testino Laboratorv l WELDING INSPECTION 4-18 Visually inspected the fillet welding of tube steel braces to gusset plate connections in the following locations: line D.3 at 3.2; A. 5 at 2; B at 1 and D at 3 . Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in . accordance with details on sheet S11 of the approved plans. NOTE: Verified anchor bolts for nut installation. Nuts missing on brace frame, 2 at 8.5; columns at line 3.6 at D D .1; all others are o.k. 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 OFT.HE CITY OF SAN DIEGO BUILDING LAWS. are and 91 Wyman Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE THE SPECIAL INSPECTOR OF OREINFORCED MASONRY JOB ADDRESS 1958 Kellogg Avenue Carlsbad OWNER OR PROJECT.NAME Mc~o~mick Family Trust CONSTR. MAT'L (TYPE,GRADE,ETC.) - DESIGN STRENGTH -'SOURCE OR MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE•BAR GRADE 8c MFGR.) 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OSTRUCT. STEEL ASSEMBLY DREINFORCED GYPSUM OGLUE-LAM.FABRICATION OPILE DRIVING OOTHER NO. 91-016 rOR WEEK ENDING 4-26 19 91 ·BLDG. PERMIT NO, I PLAN FILE NO. 90-1288 ARCHITECT Smith Consultinq ENGINEER . Coneer Enqineerinq GENERAL CONTRACTOR McCormick Construction CONTR. DOING REPORTED WORK Sierra Cascade LAB RECEIVING 8c TESTING CONSTR. MAT'L SAMPLES Wvman Testina Laboratory BOLTING INSPECTION 4-25 Continuous special inspection of Red Head Bolts (minimum 4 1/2" embedment) at purlins ( 6) line ~ at 3-4 per Architectural detail dated 4-15-91. I\ CERTIFICATION OF COMPLIANCE ~~QI~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOV,E REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE [ REGISTERED INSPECTOR WORK TO COMPLY WITH.THE APPROVED PLANS SPECIFICATIONS, & L-\.? 5. <1\ \ )~ ~.l ~1 APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT R§.ISTER'NUMBER Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAi:. INSPECTOR OF 0REINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS IFOR WEEK 1958 Kelloqq Avenue Carlsbad NO, 91-016 ENDING 4-26 19 OWNER OR PROJECT NAME Bl.CG, PERMIT NO, I Pl.AN FII.E NO. McCormick Family Trust 90-1288 CONSTR. MAT'I. (TYPE,GRADE,ETC.) ARCHITECT Smith Consultino DESIGN STRENGTH 'SOURCE OR MFGR, . ENGINEER f'c _2500 Escondido Ready Mix Caneer Enoineerinq DESCRIBE MAT'I., (MIX DESIGN, RE·BAR GRADE & MFGR.) GENERAi.CONTRACTOR Mix Desiqn 15P ASTM A615 Gr. 60 McCormick Construction CONTR. DOING REPORTED WORK Sierra Cascade I.AB RECEIVING & TESTING CONSTR, MAT'I. SAMPI.ES Wvman Testino Laboratorv CONCRETE INSPECTION ' 4-25 Inspected the reinforcing steel installation for stair landing, loading dock, truck entrance slab per details P/N on sheet S-2 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 19 cubic yards of concrete, mix design # 15P in the following locations: stair landing 2 at A-A.l; loading dock A-A.6 at 4-4.3; truck door slab section B at 5-5.6. One set of 4 test cylinders taken from stair landing A at 2. Slump test results 3". Concrete supplied by E_scondido truck # 447. Work inspected is in accordance specifications. 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 OF THE CITY OF SAN DIEGO BUil.DiNG LAWS. Ready Mix. Ticket # 217896, with the approved plans and Y-2., .. ~\ 3<s( ~-W DATE OF REPORT REGISTER NUMBER 91 13230 Evening Creek Dr. WY.MAN TESTING LABORATORIES REPORT OF CQMPRESSION TESTS McCORMICK FAMILY TRUST LOT 37 Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJ ECt ------,,--,=-=-=---::=::-::-,::-=-'.~=-===-------'-----PROJECT NO. 1958 KELLOGG AVENUE PROJECT ADDRESS ---=..,;.-,...-,=c=--=====-==--,........,----------------McCORMICK CONSTRUCTION CONTRACTOR-,--'---,.,-,....,...,....,.,.---,.,=~~=~==--;--'-;::"=-:;;-;:;------'-------------SMITH CONSULTING ARCH/ BODAS ARCHITECT/ENGINEER --.....-,-,..,.,...,.......;..,...,.,,..,...,....,....,,.,.,.,..,.,,~===--~---''----,-------------McCORMICK CONSTRUCTION TO BE BILLED ---~9-;-,0-.-_-I.,._2.....,s-ns-,----,---,--------:-'--'-------..,.....-,;:N-:;-/,:;;A------- BLDG. PERMIT NO. --~----'---,----~--,-PLAN FILE NO.------------- · SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLl{=R ESCONDIDO READY MIX PLACEMENT DATE 04-1 2-91 MIX DESCRIPTION --~5~ .. ~8~SA=C=K~------TICKET NUMBER __ ___,.3...:=:5=2~4.,,.2..,..6 ______ _ MIXNUMBER 15 P TIMEINMIXER 120.MIN SLUMP 5" ADMIXTURE~· ____ P_O_Z_Z _______ _ TYPE CEMENT ____ I_I ________ -,--_ AIR' CONTENT ____ N-'-/_A _______ _ UNIT WEIGHT ~---N~/~A~: ----~----DESIGN STRENGTH __ 2_5_0_0 _______ _ LOCATION OF PLACEMENT POUR STRI£' LINE B @ 5 SPECIAL TEST INSTRUCTION 0.R REMARKS -----'--~-~--'---------------- 2500 28 REQUIRED STRENGTH (f'c) -----~----PSI AT . DAYS WILLIAM COOLEY 04-15-91 SAMPLES MADE BY --'----,,.-~------...,....--0-DATE RECEIVED IN LAB _________ _ LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 77 04-19-9 28 78 05-10-9 28 79 05-10-9 . LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 . . MAX LOAD POUNDS 59,500 94,500 95,000 LABORATORY DATA REMARKS----~-,---'--------- DISTRIBUTION~·------------'-~~y ALL SAMPLING AND TESTING CONDUCTED IN ACCORDAN9E WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 · DATES-B-9/ COMPRESSIVE STRENGTH PSI 2100 3340 3360 WYMAN TESTING. LABORATORIES 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 PROJECT --,..C...--~:--::,-,:------:-:-:::---:,--::::-::~---;--L_O_T_3_7 ___ PROJECT NO. _9_l_-_O_l_6 __ _ PROJECT A BODAS ARCHITECTJENGINc:t:l'"t--.,,~:::-,,,r,~~~:..,._;=::;-;:;:;;;:;-;:;;:;:;-;:;:;,:;::-;::_;;;:------------------ TO BE BILLED ----~~~--"-----""---:------------------;:N-;--/'"A;---------- BLDG. PERMIT NO. -----------~-PLAN FILE NO.--'------------- SAMPLE DATA REPORT OF a CONCRETE O MORTAR O GROUT O OTHER ________________ _ SUPPLIER -------JE.:uS ..... C .... O..uN .... D:..,..T.,__,n..,,,,Q-<--JB.l..JE .... A::i..D ..... Y..__Mi.:.i...IX~ PLACEMENT DATE 0 4-Q 8-9 J MIX DESCRIPTION 5 , 5 SACK TICKET NUMBER ----'--__.._.12,.._9"'-'6.,_J....,6.,_l...__ _____ _ MIX NUMBER 355 P TIME IN MIXER 30 MIN SLUMP 3-1/2 11 ADMIXTURE ----=P-=0-=Z-=Z _______ _ TYPE CEMENT II AIR CONTENT --,:---'N='-'/A=----------- UNIT WEIGHT ____ N.,_/_A ______ =----DE:SIGN STRENGTH __ 3_0_0_0 _______ _ LOCATION OF PLACEMENT __ F_O_O_T_I_N_G_L_,,I_N_E_A_@-"--4_. 5 ___________________ _ SPECIAL TEST INSTRUCTION OR REMARKS --------'----------------- REQUIRED STRENGTH (f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY ___ D_ANN __ Y_WYMAN_--'-____ DATE RECEIVED IN LAB _______ 0_4_-_l_0_-_9_l LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 73 .04-15-9 28 74 05-06-9 28 75 05-06-91 LABORATORY DATA REMARKS LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 2.8. 2 7 28.27 '\. II Af I V V MAX LOAD POUNDS 76,000 111,000 105,000 I . ,11/ . j )~ .,,,v -\ (1/ DISTRIBUTION -,---------------'-- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 // ~~EWED BY: .~?:£~&'- DATE 5-f?-9; COMPRESSIVE STRENGTH PSI 2690 3 930 3710 \ ;\, I A ,"J 7 I '(//V \"( __....-/ I I /I / Wyman Testing Laboratories t3230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OREINF0RCED CONCRETE DSTRUCT. STEEL ASSEMBLY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION 4-1 DREINF0RCED MASONRY DPILE DRIVING O0THER NO. UNSCHEDULED CANCELLATION FOR WEEK ENDING PLAN FILE NO. Reported to project site for scheduled concrete inspection. 19 Pue to condjtions outside of our control4 weather condition (rain), scheduled work was cancelled without notice. No inspections were performed. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. ':,.. , .. ~ ... ·.-,. .. , ... , ,.·.,...~- Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUl'tE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED· 'DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY 3-H-R RED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY DPILE DRIVING O0THER FOR WEEK Carlsbad ENDING 4-2 6 19 91 -BLOG. PERMIT NO. PLAN FILE NO. Lot 37 90-1288 ARCHITECT Smith Consultin Architects SOURCE OR MFGR, ENGINEER Manville Bodas _En ineerin DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRACE & MFGR,) Glas Base Glas Pl Glas Ca GENERAL CONTRACTOR , McCormick Construction CONTR. DOING -REPORTED WORK Arc LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES W an i:r_:__e_s_tJ.n__a __ Laboratorv ROOFING INSPECTION 4-24 Crew: 1 Foreman, Weather: Sunny, 5 Roof Mechanics Kettle soo 0 Observations: At the north side of building, roofers are installing ply felts. Ply felts appear to be well saturated in hot asphalt. Also, capsheet application has commenced. Capsheet appears to be well adhered to previously installed ply felts. Work observed today complies with project specifications. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. ~. - -~ Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY DPILE DRIVING O0THER JOB ADDRESS 1958 Kello Avenue OWNER OR PROJECT NAME McCormick Famil Trust - 4-4 NO, CONCRETE INSPECTION FOR WEEK ENDING PLAN FILE NO. 19 .Inspected the reinforcing steel installation for footing per details 3 on sheet S-8 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sl_eeves. Inspected the placement and consolidation of 9 1/2 cubic yards of concrete, mix design# 355P in the following locations: loading dock footing line 4.25 from A to A.75. One set of 4 test cylinders taken from line 4.25 at A.5. Slump test results 4 1/211 • · Concrete supplied by Superior Ready Mix. Ticket# 1295862, truck# 510. Work inspected is in accordance with the approved specification and drawings per the City of Carlsbad and the UBC. CERTIFICAi:ION 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. Wyman ·Te.sting Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING.WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBL y WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE 0 REINFQRCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY DPILE DRIVING OOTHER JOB ADDRESS . NO, 91-0i6 IFOR WEEK 1958 Kelloa Avenue Carlsbad ENDING .4-12 19 OWNER OR PROJECT NAME BLDG, PERMIT NO, I PLAN FILE NO, ·McCormick Family Trust 90-1288 CON~TR. MAT'L (TYPE,GRADE,ETC.) . ARCHITECT Reinforced Concrete Smith Consulting Architects DESIGN STRENG1'H 'SOURCE OR MFGR. ENGINEER f'c 2500 Escondido Readv Mix Leroy 11 Bodas 11 Enaineerinq DESCRIBE MAJ''L, (MIX DESIGN, RE•BAR GRADE 8c MFGR,) GENERAL CONTRACTOR ASTM Cl50 Tvoe II Cement McCormick Construction CONTR, DOING REPORTED WORK Sierra Cas·cade LAB RECEIVING 8c TESTING CONSTR, MAT'L SAMPLES Wvman Testina Laboratorv CONCRETE INSPECTION 4-12 Inspected the placement and, consolidation of 70 cubic yards of concrete, mix design # 15P. in the fo,llowing locations: pour strip at line 1 between line$ A-E and line E between lines 1-6 and line 6 between lines B-E and line A between lines 1-6 and line B between lines 4-6. One set of 4 test cylinders taken from line B at line 5. Slump test results 5 II• Concrete supplied by Escondido Ready Mix. Ticket # 352426, truck # 220. Wo:r;k inspected is in accordance t]1.e UBC. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. with the approved plans and - /,).//~~/4,¼ tZ Cao/ex. Inspector 7 ~2.3/f; 3s-2w TE of REPORT REGISTER NUMBER 91 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS Sulte.218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT _______ __,,_,M_Q_C.PE:M,LClCEAMILY.. TRUST T.OT 3 PROJECT NO. PROJECT ADDRESS 19 ~J,3_:(.S)J;.I.,i].J_QQG_AY.E•li.Ul.l!i._ _____ --' _____________ _ -CONTRACTOR -'----------1~~~~!:L.;~~~~:il.~------'--------------- ARCHITECT/ENGINEER SMITH CONSULTING ARCH I BODAS T9. BE BILLED ____ .!:.M~c~c~o~· RM~I:!:.:C~K~~C~O~N~S~T£R~U~C~T=...:!I~O~N:!._ __ --"--______________ _ : _·; ~J,..DG. PERMIT NO. ___ 9 _o_-_l_2_8_8 _______ PLAN FILE NO. __._ ___ ___.Nu.t,./Ao._ ______ _ . '• ·..,..·-,----------------------------------------------~ ,' ; :-' SAMPLE DATA REPORT OF a CONCRETE D MORTAR D GROUT D OTHER _________________ _ < . '.Sl,JP,PLIER ESCONDIDO READY MIX PLACEMENT DATE 03-04-91 ·I, .. . · 5. 5 SACK 216408 · ., '. .MIX DESCRIPTION ----------------TICKET NUMBER -------------. '' ,. 355 P 90 MIN ·., . Ml?( NUMBER -----------·-------TIME IN MIXER ____________ .. _______________________ _ .,. 4 11 POZZ 161 ,,:,· ·SLUMP ----'----------------ADMIXTURE ______________ _ ·,.·.-, II N/A ·TYPE CEMENT ----------------AIR CONTENT -----'----------- UNIT WEIGHT ----'-_N_/_A_ DESIGN STFlENGTH 3000 ·--------------·----PANEL #N9 LOCATION OF PLACEMENT ------------'------------------------ ;• .. SPECIAL. tEST INSTRUCTlbN OFI REMARKS ___________ ·--------------- 3000 28 REO.UIRED STRENGTH (f'c) ~S'EPH PELLACK PSI AT ___ DAYS 03_05_91 ''SAMPLES MADE BY _____________ DATE RECEIVED IN LAB ________ _ LAB . ' FIELD CONTROL IDENTITY NUMBER 7 37 28 38 28 39 DATE TESTED 03-11-91 04-01-9!1. ·04-01-91 LABORATORY DATA, DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 .. TEST AREA SQ INCHES 28.27 28.27 28.27 . . --~- --- MAX LOAD POUNDS 78,000 106,000 102,000 ·---.. ·-·-· LABORATORY DATA REMARKS---'--------~-- DISTRIBUTION -,------'--------'--- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, 078-7~, C617-76 c;~_L;J~~ BY: DATE ~-.:3-.::91 COMPRESSIVE STRENGTH PSI 2760 3750 3610 } 1, 13230 Evening Creel< Dr. Y'(YMAN TESTING LABORATORIES Suite 2·18 San Diego, CA 92128 (619) 486-035'1 l~EPORT OF COMPRESSION TESl..:-.·s-=---------- 91-016 PROJECT _____ _,M-O~CO.RMI.CT< FAMILY TRUS~.r..___LOT-3 ·7-. ___ PROJECT NO. ------ PROJECT ADDRESS 195_8 KELLo.GG.__MIBN_UE_ ______ '------------------ CONTRACTOR McCORMICK CON~c.'r.I.Qli_ _________________ _ ARCHITECT/ENGINEER SMITH CONSULTINGARCH_ /BQQ.AS _____________________ _ TO BE BILLED McCORMICK CONSTRUCTION ·------------'--------- BLDG. PERMIT NO. 90-1288 PLAN FILE NO. ____ !lN-1--/nAL...... ______ _ SAMPLE DATA REPORT OF a CONCRETE D MORTAR D GROUT D OTHER -..........-'----------------- SUPPLIE_R ESCONDIDO READY MIX PbACEMENT DATE 03-07-91 MIX DESCRIPTION _____________ TICKET NUM!3ER 216549 5.5 SACK MIX NUMBER 355 p 20 MIN TIME IN MIXER ________ _ SLUMP POZZ -'------------------· ADMIXTURE ---,--------~----- 5 II TYPE CEMENT N/A ---------------· AIR CONTENT _, ____ ..:__ ________ _ II UNIT WEIGHT N/A _______________ DESIGN STRENGTH 3 000 LOCATION ·OF PLACEMENT __ P_AN_E_• L_#_E_-~l _ ___,_, _____ _ -------··-----.. --"-·------------ SPECIAL TEST INSTl1UCTION OFl REMARl<S __ _ ----·-., ..... ·-·-· 3000 2~ REQUIRED STRENGTH (f'c) 7?A"-TlUClCNARVAEr.-J'll~SI AT ---DAYS 03 _08 _91 SAMPLES MADE BY . . ' . DATE RECEIVED IN LAB __________ _ LAB FIELD CONTl·lOL IDENTITY NUMBER 7 41 28 42 28 43 DATE TESTED 03-14-9 04-04-9 1 ti. 04-04-91 --- .. ··-· LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST ARE/\ SQ INCHES ··--· 28.27 28.27 28.27 ·-- MAX LOAD POUNDS 80,000 122,000 123,00C LABORATORY DATA REMARKS·-···---------____ _ --------------·---··--·--·---- DISTRIBUTION~----·····--··--· __ ·-·. · • · · ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCI;: WITH ASTM STANDARD DESIGNATIONS C31-69, C39·80, C78-75, C6:17-76 DATE /.f-8-9/ COMPRESSIVE STRENGTH PSI 2830 4310 4350 .,WYM-AN TESTING LABORATORt:es REPORT OF COMPRESSION 'TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT _____ _.....M~o~CORMICK FAMILY TBU~T LOT · 3 7---PROJECT NO. PROJECT ADDRESS 195_8._.KELL.OGG AVENJLL.l!i. ____ ~--------------- CONTRACTOR McCQEMI~.K....C.QNSTRUC'.UO.u__~---------------- ARCHITl:CT/ENGINEER SMI~H CJ)N$_U~H-1-/_.B~0u..D1.t:.A>..:$) ___ ...:._ __________ _ TO BE BILLED McCORMICK CONSTRUCTION BL,DG. PERMIT NO. ___ 9_0_-1288 PLAN FILE NO. ____ __,Nu.,_/,. .. ,,~------- SAMPLE DATA REPORT OF B CONCRETE 0 MORTAR 0 GROUT D OTHER _________________ _ 03-07-91 .SUPPLIER ___ ES~Q..IiDip_q_ BEA0Y .MIX .. PLACEMENT DATE _., __ , ___ .. , ·---··-···----------.. ·-· --···· 5 •. 5 SACK 216561 MIX DESCRIPTION TICKET NUMBER ------- MIX NUMBER 355 P TIME IN MIXER 35 M;tN SLUMP 3-1/211 ADMIXTURE P0ZZ TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT __ P_A_N_E_L_#_S_-_3 _____ -________________ _ SPECIAL 1:"EST INSTRUCTION OR REMARKS _______________________ _ REQUIRED STRENGTH (f'p) 3000 28 -=-==-=~=--=·=--===-===--=-PSI AT ___ DAYS 03-08-91 SAMPLES MADE BY PATRICK NARVAEZ, JR. ---~---------DATE RECEIVED IN LAB __________ _ LABORATORY DATA FIELD IDENTITY LAB CONTH0L NUMBER DATE TESTED DIMENSIONS INCHES TEST ARE/\ SQ INCHES MAX LOAD POUNDS --·--·--7 45 03-14-9 1 6 X 12 28.27 ·--28 46 04-04-9 1 6 X 12 28.27 28 47 04-04-91 6 X 12 28.27 -·--··-· --·-.. _ ..... ' -------.. ~,--w--•""' - ---·--··--·------ -· LABORATORY DATA REMARKS ______ ----'------- ----,'--~----------------,---........ _______ _ DISTRIBUTION ____________ _ ~ REVIEWED BY: ~L~ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 . DATE '-/-8 .,CfL 78,000 111,00C 112,00C COMPRESSIVE STRENGTH PSI 2760 3930 3960 f! li WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT ______ McCORMLCK_.F.AMJ"T.Y TRUS-T.....:.-L~:z--'---PROJECT NO. PROJECT ADDRESS 195JL.J.{ELLOGHCi--8.AJ/.Y~E:ti1NLLU1..tE~------------------- CONTRACTOR McC_QRM.I.CIL_C_ONSTRiJCT.I.01.N._-----------'----------- ARCHITECT /ENGINEER .-SM.UH CON.SULT ING ARCH_f-__tBu.OuD11A~S:; ______________ _ TO BE BILLED BLDG. PERMIT NO. McCORMICK CONSTRUCT..IQN, ___________________ _ 90-12 88 PLAN FILE NO. _____ .uN-1-/..ciA.__ ______ _ REPORT OF SUPPLIER SAMPLE DATA 8 CONCRETE D MORTAR D GROUT D OTHER __ _ ESCONDIDO READY MIX PLACEMENT DATE 03-07-91 MIX DESCRIPTION ___ 5_. _!:i_S_A_C_K _______ TICKET NUMBER ~--2_1_6_5_7_2 ______ _ , MIX NUMBER -~ ___ 3_5_5 _P ________ TIME IN MIXER J HOURS or:D SLUMP --'-------3_'_' __________ ADMIXTURE _____ P_O_Z_Z~ __ ,..,.,·~·-· ---- II N/A TYPE CEMENT ----------'------· AIR CONTENT -·---------.!..--------- UNIT WEIGHT _____ N...;_/_A ______ __.;. ___ DESIGN STRENGTH __ 3_o_o_o _______ _ LOCATION OF PLACEMENT __ c_o_L_UM_N_L_I_· N_E __ 3_._4_@_E _________________ _ -------------·-.. ___________ -··------------· .... ----· SPECIAL TEST INSTRUCTION OR REMARKS _____________________ _ 3000 28 REQUIRED STRENGTH (f'c) _PATRICK NARVAEZ, JR~SI AT ---DAYS 03_08_91 SAMPLES MADE BY -------'----'-------DATE RECEIVED IN LAB ________ _ LAB FIELD CONTFiOL IDENTITY NUMBER 7 49 28 50 28 51 - . DATE TESTED ·03-14-91 04-04-91 04-64-91 LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 - -------· ---· MAX LOAD POUNDS 54,00C 84,00C 86,50C LABORATORY DATA REMARKS * AVERAGE STRENGTH = 3015 psi. ___ ., ___ -·--· ... ___ _ DISTRIBUTION-----~------- ALL SAMPLING AND TESTING CONDUCTED ·IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~ / ._f}~ BY: ---' --~--~------- DATE f'··l?-'f( _ - COMPRESSIVE STRENGTH PSI 1910 2970 3060 - * * I ! : " I, --------- WYMAN TESTING LABORATORIES -------------------------------------- REPOl~T OF COMPRESSION TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 PROJECT McC_QJ~_I.Q!LEAMI. ..... Lt..Y__.,T._..R""U.,_.S.,......_ _______ PROJECT NO - 91-0]6 PROJECT ADDRESS ___ _1,_~5~ __ __1<:E_LLQG~ __ AYEN.U...E _____ _ ------------------------- CONTRACTOR McC_ORMICK CONS'rRUCTIQN,_,___ __ _ ARCHITECT/ENGINEER SMITH CONSUL'rING / LE.~R~O~Y~'~'B~O~Q/}_~EN!.!,;Gw,'------------- TO BE BILLED _____ M=-=---'-c-'C-'O:...::RM:..=..::.I=--=-C.::cK:___::C:....:O:....:N_S"-T=R=U...;:C:...::T:...::I::...;O·_;;Nc;__ __________________ _ BLDG. PERMIT NO. 90-1288 PLAN FILE NO. -------"N.,_./t..,A~-------- SAMPLE DATA REPORT OF R CONCRETE D MORTAR O GROUT D OTHER ____ _ 02-11-91 SUPPLIER ESCONDIDO READY MIX·--PLACEMENT DATE --------------------------- MIX DESCRIPTION ____ ? __ ~/\~!_____________ TICKET NUMBEn 1291488 44 MIN MIX NUMBER ___ l_~ __ P__________ _ TIME IN MIXEll 4 II ··---------·----------···-··-----~-------·-----·- SLUMP __________________ ADMIXTURE POZZ II TYPE CEMENT ___ _ ____________________ AIR CONTENT __ _ N/A --------- UNIT WEIGHT -------~YI:. . ... _ ------DESIGN STllFNGTII _ 2500 ---------- SPREAD FOOTING TOP HALF LINED@ 3 LOCATION OF PLACEMENT ______________ _ SPECIAL TEST INSTRUCTION OR REMARKS 2 0 28 REQUIRED STRENGTH (f'c) __ JULTE"r-1:0EN.------PSI AT _______ DAYS 02-12-91 SAMPLES MADE BY __ DATE RECEIVED IN LAB LABORATORY DATA COMPRESSIVE FIELD IDENTITY LAB CONTHOL NUMBER DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH TESTED INCHES ------------,------7 1 02-18-91 6 X 12 28 2 03-11-91 6 X 12 ---·----·----------------·-··--·-····· ·-·-------·---·---·~---28 3 03-11-91 6 X 12 ----------!------------- -----·---··--··---······-··------·-··- LABORATOFW DATA REMARKS DISTRIBUTION ____________________ _ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITI-I ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-7G SO INCHES POUNDS PSI --------------------,---------, 28.27 1770 28.27 -------28.27 ·J J~ a DATE -;;;,:t.:..;i.-:_J!/_ ~- \j;V- I _ __J 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPR.ESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT _____ __!M~c~c!.e:o~RM~""'I~c~K----.1,;F:,£,AMl.\:·Llrl..&L-..Yi.._..T ..... R""'U"'-,s...._T...___....,L..,.O ..... T,__,3C-L7 __ -PROJECT NO. ------ PROJECT ADDRESS __ _Jl!J9t.;52_!8LJK&iE~L!d!L~O.l.!G.!.lG,i.. _.AaVy_,E!;!i,NriU!.lE~----'----------------- , CONTRACTOR ---~·~M~c~C~O~RM~I~C~KuC~OllN~S~T~R~U~C~TgIO~N~·------------------- ARCHITECT /ENGINEER -S~M~IT~H!!._~C~O£!.N~SJ,,1U.J:!LL!:T~Ic!'!N~Gt....1:lA~R~Ci!1HLJ./_j;B~Ou,Du_A~Si_ _____________ .:....-__ _ TO BE BILLED ----~M~C~C~O-!.:RM~~I~C~K0C~O'£N!.!:S!..:!T:.fR~U~C::.:T!:.:I~O~N::!__ _________________ _ BLDG. PERMIT NO. 9 0-l288 PLAN FILE NO. _____ !!N-1-/£<AL--------- SAMPLE DATA REPORT OF • CONCl~ETE D MORTAR O GROUT D OTHER ----------·-------- ·suPPLIER ______ E_S':S>NDIDO READY MIX PLACEMENT DATE 03-08-91 , MIX DESCRIPTION 5 SACI< _______ TICKET NUMBER ___ 2_l_6 _6_l_l ___ ~_ 15 P 50 MIN MIX NUMBER ------···--------·------TIME IN MIXER --------~--·------· SLUMP. 4 11 POZZ ,, ------------------ADMIXTURE ~---------,-=---- TYPE CEMENT II ______ AIR CONTENT ____ N_/_A ________ _ UNIT WEIGHT _____ N_/_A ---DESIGN SH{ENGTH __ 2_5_o_o _______ _ --FOOTING-LINE 6 @ C LOCATION OF PLACEMENT ----'------------------- '. SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ 500 2 REQUIRED STRENGTH (f'c) 7JlrnN'rWY'~MA~N.-----PSI AT ___ DAYS 03-11-91 SAMPLES MADE BY DATE RECEIVED IN LAB __________ _ LAB FIELD CONTAOL IDENTITY NUMBER 7 53 28 54 28 55 ··--- DATE TESTED 03-15-91 04-05-91 04-05-9~ LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 ·- TEST AREA SQ INCHES 28.27 .. 28.27 ---··-· 28.27 -----· - MAX LOAD POUNDS 55,000 97,500 96,000 - - ·--·---·---~---·· --·-.. ··--· --·- ---.. LABORATORY DATA REMARKS ________ _ ---------- QISTRIBU.TION ----------~-- /J ~BY: ~~--· ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 DATE __ .tf-8-C/t COMPRESSIVE STRENGTH PSI 1950 3450 3400 _______ .,., ------ WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS PROJECT -------,--~McC_QEN_I..ClLFAMILY TRUST LOT 3 7 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT ADDRESS 1958 KELLOGG AVENUuEL--------------~v"''-----= CONTRACTOR McCORMI_QK._5!OlfSTRUCTIQN1,1-_____ :__ ____ ---c~L---;1a----; ARCHITECT/ENGINEER SMI'l'H CONSULTING ARCH / BODAS ----···· . ., ______ _,__ SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER ~------~~~-;;:-:;~--"'l,...,9.~!l9::'::=5'~- SUPPLIER ______ E_S_C_O~N_D_I_D_O __ R_E_A_D_Y_M_I_X_ PLACEMENT DATE 02-2 2-91 MIX DESCRIPTION ___ 5_S_A_C_K ________ TICKET NUMBER 1292735 Ml'X NUMBER _____ l_S_P _______ ---'-_ TIME IN MIXER 60 MIN SLUMP 411 ADMIXTURE -----:P:-::-O--:-::-z_z _______ _ TYPE CEMENT II Al R CONTENT -----,N=-=/=-A=-=-------,--- N/ A 2500 UNIT WEIGHT DESIGN· STRENGTH -------,F=-o=o=T=r=N=G=---A::-,T=-L=-=rN=E--,,A. 5 ( 4) LOCATION OF PLACEMENT --------------'---------'----------- SPECIAL TEST INSTRUCTION OR REMARKS 5U 8 REQUIRED STRENGTH (f'c) '"ROBERT-TABORN,___ __ PSI AT ____ DAYS 02-25-91 SAMPLES MADE BY DATE RECEIVED IN LAB __________ _ LAB FIELD · CONHlOL IDENTITY NUMBER 7 25 -28 26 28 2.7 -~ D/\TE TESTED 03-01-9( ·o~-22-911. 03-22-9 .. j LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 - TEST AREA SQ INCHES 28.27. 28.27 28.27 MAX LOAD POUNDS 46,000 83-;-500 86,uuu LABORATORY DATA REMARKS-------------~---- DISTRIBUTION _____________ _ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS 031-69, 039-80, 078-75, C617-76 ~ REVIEWED BY: ~&:na£~ DATE .3_:_?7--91_ COMPRESSIVE STRENGTH PSI 1630 29·5_0 ___ 3040 - . , ," WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS --' 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT -----~McC_QEMI._CK_FAMILY TRUST LOT 3 7 PROJECT NO. PROJECT ADDRESS 1958 KELL_Q~G~G~A~VuE;;i1,NLl.,LJIL-___________________ _ CONTRACTOR McCORMICK CONSTRUCTION ARCHITECT/ENGINEER SMITH CONSULTING ARCH / BODAS TO BE BILLED McCORMICK CONSTRUCTION BL,DG. PERMIT NO. "--___ 9_O_-_l_2_8 ____ 8 _______ PLAN FILE NO. ____ __,;N:..:..L./~A,__ _____ _ SAMPLE DATA REPORT OF a CONCRETE O MORTAR O GROUT O OTHER ---------------------- SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 02-26-91 MIX DESCRIPTION 5 • 5 SACK TICKET NUMBER ___ 2_1_6_3_4_6 ______ _ MIX NUMBER ---~-·3_55 p TIME IN MIXER __ 6_0...,.. MIN _______ _ 4-1/2 11 N/A SLUMP -----------------ADMIXTURE ______________ _ TYPE CEMENT ____ r,...,I __________ AIR CONTENT ____ N_/_A _____ -___ _ UNIT WEIGHT _____ N_/_A ____ ~~----DESIGN STRENGTH 3 OOO PANEL #N-4 LOCATION OF PLACEMENT ------------------------------ SPECIAL TEST INSTRUCTION QR REMARKS --~--------~------------- ·o-on a-·· REQUIRED STRENGTH (f'c) _G'EORG'~CA~TRELI,---.. PSI AT _______ DAYS 02-27-91 SAMPLES MADE BY ------------·· DATE RECEIVED IN LAB __________ _ LAB FIELD CONl'HOL IDENTITY NUMBER 7 29 '28 30 28 31 DATE TESTED 03-05-9 1. 03-26-91 03-26-91 -·- LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 ·- .. TEST AREA SQ INCHES 28.27 28.27 28.27 --~-M• MAX LOAD POUNDS 84,00( 126,000 125,00C LABORATORY DATA REMARKS -------'-------------- DISTRIBUTION---~--------- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD .DESIGNATIONS C31-69, C39-80, C78-75, C617-76 DATE 3 .... z 7 --9/ COMPRESSIVE STRENGTH PSI 2970 4460 4420 I I !-I t I 13230 Evening Creek Dr. . WYMAN TESTING LABORATORIES Suite 218 San Diego, CA 92128 (619) 486-0354 REPORT OF COMPRESSION TESiS 91-016 PROJECT ----"-__ _...M..,.c._C,.~0.,.RM_.._.I..,.C ..... K,.__._F__AMILY. TRUST I,GT 3 7 PROJECT NO. ------ PROJECT ADDRESS 1958 KELLOGG AVENUE CONTRACTOR McCORMICK CONSTRUCTI ARCHiTECT/ENGINEER SMITH CONSULTING ARCH / BODA$ . TO BE BILLED McCORMICK CONSTRUCTION BLDG. PERMIT NO. ____ . _9_;_0_-..;..1_2_8--'8 _______ PLAN FILE NO. _____ .uN-1-/.cA.__ ______ _ SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER --,-=----=---- SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 02-27--91 MIX DESCRIPTION ___ 5_._5 __ S_A_C_I< _______ TICKET NUM13EFl 216385 MIX NUMBER _--'--___ 3_S_S_P ________ TIME IN MIXER GO MIN 3 -1/2" POZZ SLUMP ADMIXTURE ____________ _ TYPE CEMENT II AIR CONTENT ____ N....:/~A ________ _ UNIT WEIGHT _____ N_/_A _________ DESIGN STRENGTH __ 3_o_o_o _______ _ LOCATION OF PLACEMENT PANELS E 2 1 E4 , E 5 , EG & NS SPECIAL TEST INSTRUCTION OR REMARKS ----------~------------- 3000 22 REQUIRED STRENGTH (f'c) _GEORGE CA.NTRELr-··-PSI AT ___ DAYS 02-28-91 SAMPLES MADE BY _____________ DATE RECEIVED IN LAB __________ _ LAB FIELD CONTROL IDENTITY NUMBER 7 33 28 34 28 35 .. DATE TESTED 03-06-9 tI. 03-27-91 03-27-91 ·--' LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 ·--- MAX LOAD POUNDS 89,000 133,000 134,00C -·---··-· . ------------. ··---.. --···-~· ··-· LABOR.O.TOFIY DATA REMARKS-~-----·-···-·-··--- DISTRIBUTION ____________ _ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~ ~WED BY: DATE iL_-'?7-9/ • ·.; ":_· f COMPRESSIVE STRENGTH PSI 3150 4700 4740 J J I ,l t ,: 'j !, ,l ,) l j 4 Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 921'28 (619) 486-0354 C0VERING,WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS IFOR WEEK 1958 Kellogg Avenue Carlsbad NO. 91-016 ENDING 2-15 19 OWNER OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. McCormick 90-1288 CONST~. Mf:T'L (TYdE,GRADE,ETC.) ARCHITECT Rein orce Concrete Smith Consultinq 'Architects DESIGN STRENGTH !SOURCE OR MFGR. ENGINEER f'c 2500/3000 Escondido Ready Mix Coneer Engineering DE5RRgiE MAT's·.f.MIX DEYGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR ear A M A6 5 Grade 60 . McCormick Mix Design 15P (2500 psi) CONTR. DOING REPORTED WORK Sierra Cascade Concrete Mix Des.ign 355P ( 3.000 psi). LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratories ,. ----~ . CONCRETE INSPECTION 2-15 Inspected the reinforcing steel install?ttion for slab on grade from .B to C from 1 to 3, Rebar at 9." o.c. per soils correction requirements, rest of slab on grade and elevator pit per details noted on sheet S-3 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearance. Verified meinber dimensi_ons with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 9.5 cubic yards of concrete, mix design # 355P in the following locations: elevator pit walls, line 3 to 3.2 on D. 5. Inspected the placement and consolidation of 297 cubic yards of concrete, mix design # 15P in the. fol lowing locations: slab on grade between lines B and C from 1 to 6 and between 1 i n es D and E from 1 to 6. One set of 4 test cylinders taken from line B at 4. Slump test results 5". Concrete supplied bf Escondido Ready Mix. Ticket #216044, truck #527. One set of 4 test cylinders taken from elevator pit walls. Slump test results 4 II • Concrete supplied by Escondido Ready Mix. Ticket #216051, truck #536. One set of 4 test cylinders taken from line E at 3.5. Concrete supplied by Escondido Ready Mix. Ticket #216065, truck #524. Work inspected is in accordance with the approved drawings and the UBC. CERTIFICATION OF COMPLIANCE I HE~1EBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLAN$ SPECIFICATIONS, & 1\PPLICABLESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. 3-J/-? (· ~.,.,tt u.) a-72 DATE OF REPORT REGISTER iJUMBER q .:_i j ••• • ••• '· ':' ., ::~. ·::; > ' .. ,.: ~ '· •. .. .. ;• . ·'.· ., ....... 't •• ,,, • t' ., . ~ .:.:.-':.". Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY 0PILE DRIVING O0THER JOB ADDRESS FOR WEEK 1958 Kellogg Avenue carl_sbad ENDING 2-22 19 91 OWNER OR PROJECT NAME McCormick Family Trust BLDG. PERMIT NO. 90-1288 PLAN FILE NO. COf'\STR. MAT'L LTYPE,GRAOE,ETC.) Reinforcea Concrete AR<;HITECT , , Smitn Consulting Architects DESIGN STRENGTH SOURCE OR MFGR. f'c 2500 psi Escondido Ready Mix ENG'INEER . , , Leroy .Bodrs Engineering DESCRIBE MAT'L. (MIX DESIGN, RE·BAR GRADE 8c MFGR .• ) Read Mix Concrete ASTM C94 GENERAL CONTRACTOR McCormick Construction 'Mix Desi n #15P + POZZ CONTR. DOING REPORTED WORK Sierra Cascade Concrete LAB'RECEIVING 8c TESTING CONSTR. MAT'L SAMPLES Reinforcing_'Bars ASTM A615 Gr 60 Wyman Testing Laboratory CONCRETE INSPECTION 2-22 Inspected the reinforcing steel installation for footings per details noted on sheet S3, S8 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified-member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and s1e·eves. Inspected the placement and consolidation of 45 cubic yards of concrete, mix design# 15P in the following locations: line A.5 (2); E (1); E (3.4); E (3.7); E (6). One set of 4 test cylinders taken from footing at A.5 (2). Slump test results 4". Concrete supplied by Escondido Ready Mix. Ticket# 1292735,· truck #445. ·work inspected is in accordance with the approved plans per ·the UBC. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. I ... " .. , .... ~, • • ..:.•, • • t •. ~ ...• , .. --~ • • . • ..... •• • .-. ' • . • •. Wyman 1 ;3230 EVENING CREEK DRIVE SOUTH, SUITE 218 1 • Testing Laboratories SAN DIEGO, CALIFORNIA 92128 · (619) 486-0354 OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION . OREINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS 1958.Kellogq Carlsbad ' FOR WEEK N0,91-061 ENDING 3-1 19 91 OWNER OR PROJECT NAME McCor111_ick Family Trust BLDG. PERMIT NO. 'PLAN FILE NO, 90-1288 CON,,STR. MAT'L L"T'YPE,GRADE,ETC,) Reinforcea Concrete ARC~ITECT , Smith Consulting DESIGN STRENGTH !SOURCE OR MFGR. 3000 psi Superior/JL Davidson ENGINEER , , Caneer Engineering DESCRIBE MAT'L, (MIX DESIGN, RE·BAR GRADE 8c MFGR,I Reba_r A706 & A615 Gr. 60 GENERAL CONTRACTOR McCormick Mix Design# 355P CONTR. DOING REPORTED WORK Sierra Cascade -LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 2-:26 Inspected the reinforcing steel installation for sizes, laps & placement per details 1-6 & 1-8 on sheet S2 & Sl of approved drawings • . Inspected reinforcing steel for size, grade, lap, locations, and clearances. Jnspected the placement and consolidation of 60 cubic yards of concrete, mix design# 355P in the following locations: panels N3, N4, NS. One set of 4 test cylinders taken from panel# N4. Slump test results 4 1/2". Concrete supplied by Escondido Ready Mix. Ticket# 216346, truck# 528. Work inspected is in accordance with the plans and specifications. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGNA'PURE OF REGISTERED INSPECTOR ,.,,,i,./ ,z.-~, ~ ,q .r ~-2l 31:,r:-n DATE OF REPORTEGISTER NUMBER ~ . •' ~-----.. it Wyman Testing Laboratories 13230 EVENING .PREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING W0RI< PERFORMED OREINF0RCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINF0RCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING OOTHER . JOB ADDRESS lFOR WEEK 1958 Kellogg carls}?ad No.91-0.61 ENDING 3-1 :19 9f. OWNER OR PROJECT N·AME .. BLDG. PERMIT NO .. I PLAN Fl.LE NO. McCor~iqk Fa~i~y Trust 90-1288 : ~. CON,Si'R, MAT'La.TYPE,GRADE,ETC.J Reinforce Concrete ARC~ITECT , smith Consulting DESIGN STRENGTH !SOURCE OR MFGR, ENGINEER 3000,psi Superior/JL Davidson Caneer Engineering : " DESCRIBE MAT'L, (MIX DESIGN, RE·BAR GRADE & MFGR,) Rebar A706 & A615 Grade 60 ~ENERALGONTRACTOR McCormick Mix Design # ~55P CO,NTR. DOING REPORTED WORK Sierra Cascade LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory I CONCRETE INSPECTION 2..:27 Inspected the reinforcing steel installation for sizes, laps, & placements per details l-9 & 1-8 on sheets S2 & Sl of approved drawings. · Inspected reinforcing steel for size, grade, lap, locations, and clearances. !nspected the placement and consolidation of 60 cubic yards of concrete, mix design # 355P in the following locations: panels E2., E4, E5, E6 & NS. One set of 4 test cylinders taken from panel E5. Slump test results 3 1/2". Concrete supplied by Escondido Ready Mix. Ticket # 216385, truck # 525. . work inspected is in accordance with the plans and specifications. '. CEBTIFICATION OF COMPLIANCE /L,_, f!. .. 1;;11 I HEREB: CERTIFY THJ\T I HAVE INSPECTED ALL OF THE ABOVE . --. SIGNJYl'URE OF REGISTERED INSPECTOR EP ED WO K UNLESS OTHERWISE NOTED I HAVE FOUND THIS R ORT R , WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. -::t.--;;2 :;?; . -q ./ DATEF REPORT .,-9 -2 3 3 9,r:-'l'gl REGISTER NUMBER '· : ... ' Wyman Testing Laboratories 13230 EVENING CHEEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 C0V[::RING W0RI< l'EHF0RMED OREINF0RCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINF0RCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS IFOR WEEK 1959 Kellog Avenue N0.91-016 ENDING 3-8 19 91 OWtER OR PROJECT N·AME, Lo 37 -McCormick Family Trust BLDG. PERMIT NO. I PL.AN FIL.E NO. 90-1288 CONSTR. rt:."T'I.. (TYPE,GRADE,ETC.J oncre e AR-CHITECT Smith Consulting Architects DESIGN STRENGTH f'c 2500 psi 'SOURCE OR MFGR. Escondido Ready Mix ENGINEER Coneer Engineerinq D~SCRIBE MP,,T'L., (MIX DESIGN, RE·BAR GRADE 8: MFGR.) GENERAL.CONTRACTOR Mix Design# 15P . McCormick Construction CONTR. DOING REPORTED WORK .. L.AB RECEIVING & TESTING CONSTR. MAT'L. SAMPL.ES Wyman Testing_Laboratorv ---~ --· .. -· . ---~---·-· -. ·-.. ------· . ----..... -••--·-·-----•••A ... ~ . ---~-. --· ·---·-·---·- CONCRETE INSPECTION 3-8 Inspected the placement and consolidation of 30 cubic yards of concrete, mix design # 15P in the following locations: footings on line 1 between A and D.5, line 6 between B & D.5, line A between 1 & 4. One set of 4 test cylinders taken from line 6 at c. Slump test results 4 II• Concrete supplied by Escondido Ready Mix. Ticket # 216611, truck # 334. ' l = ~ .-.11 Ill·~ m CERTIFICATION OF COMf'LIANCE 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 OF THE CITY OF SAN DIEGO-BUILDING LAWS. HEGISTER NUMBER 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT _____ __,M=cCORMJCl.L_FAMILY TRUS,T_____LOT__3.7-____ PROJECT NO. PROJECT ADDRESS 1958 KELLOGG AVENUE CONTRACTOR McCORMICK CONSTRUCTION ARCHITECT/ENGINEER SMITH CONSULTING ARCH / BODAS TO BE BILLED McCORMICK CONSTRUCTION BLDG. PERMIT NO. ___ 9 _o_-_l_2_·8_8 _______ PLAN FILE NO. N/A SAMPLE DATA REPORT OF m CONCnETE O MOFITAn O GROUT D OTHER --·····-···· ·-----'----- SUPPLIER SUPERIOR PLACEMENT DATE 0 2 -l4-9 l MIX DESCRIPTION 5 ---~~~~<_ __________ TICKET NUMBER ___ 2_1_5_9_99 ______ _ MIX NUMBER 15 p _ TIME IN MIXER 3 O MIN·-------- 5-3 /4" POZZ SLUMP ________ _ _____ ADMIXTURE ______________ _ TYPE CEMENT ____ I_I ·-------~--AIR CONTENT ____ N __ / __ A ________ _ UNIT WEIGHT N/A ~-----DESIGN STRENGTH 25 00 LINE-D@ 3.75 SLAB ON GRADE LOCATION OF PLACEMENT ---'----------'-----'--"------------------ SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) ""'JULIE MOEN PSIAT ___ DAYS 02-15-91 SAMPLES MADE BY ------------~-DATE-RECEIVED IN LAB __________ _ LABORATORY DATA LAB FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS 7 5 02-21-9 6 X 12 28.27 45,000 ----·--·---28 6 03-14-9 6 X 12 28.27 82,500 28 7 03-14-9 6 X 12 28.27 82,000 DISTRIBUTION :...· ------------'- ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 ~ REVIEWED BY: . ,£~ DATE _3_--l~~'lL COMPRESSIVE STRENGTH PSI 1590 2920 2900 Wyman ·resting Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 9212~ (619) 486-0354 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECT-OR OF 0REINFORCED CONCRETE DSTRUCT. STEEL A~.SEMBL Y ~ 0PRE-STRESSED CONCRETE ORE IN FORCED GYPSUM 0GLUE-LAM.FABRICATION . 0REINFORCED MASONRY 0PILE DRIVING 00THER JOB ADDRESS FOR WEEK 19 REINFORCING STEEL VERIFICATION 6-12 Inspected the reinforcing steel installation for slab on grade at loading dock lines A to A.7 (4.3 to 5.5) and A.7 to B (5 · to 5.5) per details noted on sheets S1, S12, · S3, Al, A15 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Work inspected is in accordance with the approved plans. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED' OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING _ O0THER JOB ADDRESS 1958 Kellogg Avenue Carlsbad NO. 91-016 'FOR WEEK ENDING 6-14 19 otr~ OR P,ROicCFNAM'.i c ormic am1 y Trust B~ftf .:.i~~tf NO. I PLAN FILE NO. CftNS;rR.:fc AT'L~T:f PcG R ADEitC.) A~fu~t'fiTConsulting ein ore oner e I D{SJGN STRENGTH C 3000 15ol'fRCECOR M'f'R. R d • oun y ea y Mix Et~£-?:fy "Bod as" Engineering DRSCRa'E M:A:T.'L. (~X DESIG;\:RE·i~AE!E ~.iFGR,) ea y ix oncre e -G~EdAL CQNT~A80R , c orm1c onstruction Mix Design# 500008 Reinf. Steel C§NTR. DOIN<tREPORi::f;D WORK 1erra asca e ASTM A185-85 LAB RECEIVING ¥,la:STIN1c5:,sTR. tAT'L SAMPLES Wyman Tes 1ng a ora ory . CONCRETE INSPECTION 6'-13 Inspected the reinforcing steel installation for slab on grade per details noted on sheets Sl, S2, S3, Al, A15 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 41 cubic yards of concrete, mix design # 500008 in -the following locations: loading dock lines A to A.7 (4.3 to 5.5) and A.7 to B (5 to 5. 5) • One set of 4 test cylinders ta~en from line A (4.3). Slump test results 411 • Concrete supplied by, North County Ready Mix. Ticket 21071, truck-# 30. Work inspected is in accordance with the approve~ plans. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. Jtf RE-P-7 · -7::i-Bfl%?_~ ~J~ - # 91 13230 Evening Creek Dr. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS McCORMICK FAMILY TRUST LOT 37 PROJECT----------------------,----PROJECT NO. Suite 218 San Diego, CA 92128 (619) 486-0354 91-016 PROJECT ADDRESS __ .J1L.!:9:!..!5ll8i-.iK~Et!..Iu.,Iu,OUJGL.i!GL.:i:-a.AV~E~N.uU..l;!;E;...,..-------------------- CONTRACTOR ___ _jMwc~C~OuR~Ml'!I...LI~C~K~C~O~N~S~T~B~U~CJT~I~Q~NL-_________________ _ ARCHITECT /ENGINEER ---'5.:2JML!LI.1..T:.uiH~C,l,JO!J.:jNc,;;:iSt.J...IJu.Iw.,TJI~Nu.:G1-J:.AuB:uC....cH1-J/L...1B:uG.uDJ.J.A~s:1-_____________ _ TO BE BILLED ____ J,:M:,.i,C,i.!,C...i,O,l.JRM~I,l,.,!C...,K~c~ol,,l.Nl,lj;2ST.J...R.ti..u.U~c..1.T..1.I~O!J.:jN __________________ _ BLDG. PERMIT NO. . 90-1288 PLAN FILE; NO'. ____ ___.:s.µ:::1-______ _ SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER _________________ _ SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 04-25-91 MIX DESCRIPTION 5 SACK TICKET NUMBER ___ 2_1_7_8_9_6 ______ _ MIX NUMBER ____ ....;;lc;._5.;__P _________ TIME IN MIXER 90 MIN SLUMP 3" ADMIXTURE _____ P_O_Z_Z ________ _ TYPE CEMENT ____ I_I __________ AIR CONTENT ____ N__,_/_A ________ _ UNIT WEIGHT ____ N_.,_/_A _________ DESIGN STRENGTH __ 2_S_O_O ________ _ LOCATION OF PLACEMENT STAIR LANDING LINE A @ 2 SPECIAL TEST INSTRUCTION QR REMARKS _______________________ _ .2500 28 REQUIRED STRENGTH (f'c) --=-=.,....,-=-c--=------PSI AT DAYS 04-29-91 JOHN POWELL SAMPLES MADE BY _____________ DATE RECEIVED IN LAB ----------- LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 81 05-02-~ 28 82 05-23-91 28 83 05-23-91 LABORATORY DATA DIMENSIONS TEST AREA INCHES SQ INCHES 6 X 12 28.27 6 X 12 28.27 6 X 12 28.27 MAX LOAD POUNDS ~c s,-.:..'~ ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 •'l,1/ Q ~Y: Cbur.L COMPRESSIVE STRENGTH PSI 1380 ~ .~H, r,~\•j•l~!J<\</t..\' •, Wyman Testing Laboratories .... 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 {619) 486-0354 . ,: COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY . .,.,,,: '~} :" , WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE O REINFORCED GYPSUM OGLUE-LAM.FABRICATION -~{); '/. / '.; JOBT:::::~:AL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING FOR ~E::HER ' . ::.'~j ~~Lff }':. ok~~~~1•}t~F;~itn~=~s~arlsbad :;~ltiW•o. ••m•G •c•;;;,~. •o. " . ;:~ -~.!!~Ii CONSTR, MAT'L. (TYPE,GRADE,ETC,) ARCHITECT -:~::~ir::~1:~:::: .... , ... :~:~~~~E~:!.~ad Mix :I~i~~{-i~;~:~::!:::~!: ' ·:~: ~;~f; ,CONTR. DOING REPORTED WORK' Sierra Cascade Cortcrete -~r~ ~~~' L.AB RECEIVING 8c TESTING CONSTR. MAT'L. SAMPL.1!:1S ,.,',;.• ?. ::;;-, W man Testin Laborator ,. ,;;,;:;;i~ :ih(/ CONCRETE INSPECTION 5-2 Inspected the placement and consolidation of 2 cubic yards of concrete,· mix ·design # 15P in the following locations: in ... 0 location 1 -2, A -B. One set of 4 test cylinders taken from location noted above. Slump test results 4 11 • Concrete ,supplied by Escondido Ready Mix. Ticket 4} 1298951, truck# 120. · Note: Anchor bolt nuts prev.iously missing in following areas; 2 A 8.5, columns at line 3 -6 at D and D.1; have been prope~ly installed per project specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY Tl'lAT 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. .. ; ' ,.·.: Wyman Testing_ Laboratories .... ... 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WOl'iK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OREINF0BCED CONCRETE DSTRUCT. STEEL ASSEMBLY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINF0RCE0 MASONRY OPILE DRIVING O0THER JOB ADDRESS 1958Kello Avenue Carlsbad OWNER OR PROJECT NAME McCormick Famil Trust CONSTR, MAT'L (TYPE,GRADE,ETC.) Built U Roof in . DESIGN STRENGTH SOURCE OR MF'GR, Manville 3GNC DESCRIBE MAT'L. (MIX DESIGN, RE•BAR GRADE & Ml'GR.) NO, 91-016 BLDG, PERMIT NO. 90-1288 ARCHITECT FOR WEEK ENDING 5-3 PLAN FILE NO. Smith Consultin ENGINEER Lero Bodas En ineerin GENERAL CONTRACTOR McCormick Construction CONTR., DOING REPOR1'ED WORK ARC 19 91 LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES W man Testin Laborator :•-: ROOFING INSPECTION , 1 4-30 Crew: 1 Foreman, 5 Roof Mechanics Weather: Sunny Kettle: soo 0 Observations: On arrival, roofers are installing field ~ap sheet, adhesion is good. aaseflashing application onto parapet walls is ongoing and appears to be well adhered to previously primed · concrete walls. Also around HVAC curbs, basef lashing membrane has been installed. Work observed today complies with project specifications. CERTIFICATION OF COIVIPLIANCE ci· ,,: '• : ~ ., .. I-~• ''.j .,\' ,'."','°:'•, t r· •, 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. REGISTER NUMBER ·~· ; '' Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNI~ 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OS'J'.RUCT. STEEL ASSEMBLY WHICH R!;QUIRED APPROVAL BY OPRl,:-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFOR~ED MASONRY OPILE DRIVING O0THER JOB ADDRESS FOR WEEK ' NO. ENDING 19 PLAN FILE NO. ENGINEER DOWEL/BAR ANCHORAGE INSPECTION 6-4 Observed and inspected drilling and cleaning of eight 3 / 4" holes in concrete footing in two places. Observed and verified the injection of Hilti HIT c-100 Epoxy adhesive into eight 3/4" holes in concrete footing in two places at line E (3.4) and E (3.7). Observed and verified the placing of eight # 5 rebar in concrete footing in two places at line E ( 3. 4) and E ( 3. 7) • According to approved drawing S-19 (2-4). All work inspected is in accordance with the ·approved plans. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIJ\ 92128 (619) 486-0354 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL IN$PECTOR OF OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY DPILE DRIVING O0THER JOB ADDRESS NO. CONCRETE INSPECTION '6-4 FOR WEEK ENDING PLAN FILE NO, 19 Inspected the reinforcing steel installation for footing revision at ·line E (3.4) and E (3.7) per details noted on sheet S-19 (2-4) of approved drawings. Inspected reinforcing steel for size, grade, lap, locations, and clearances. Verified dimension~ of ¢xcavated locations. Checked locations of embedded items and sleeves • . Inspected the placement and consolidation of 2 cubic yards of concrete, mix design# 355P in the following locations: line E (3.4); E (3.7). One set of 4 test cylinders taken from line E (3.4); E (3. 7) • Slump test results 411 • Concrete supplied by Escondido Ready Mix. Ticket # 1302531, truck# 131. _Work inspected is in accordance with the approved plans and specifications in the UBC. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS 13230 Evening Creek Dr. • . S~te 218 San Diego, CA 92128 (619) 486-0354 McCORMICK FAMILY TRUST LOT 37 91-016 PROJECT--------------------------PROJECT NO. ------ PROJECT ADDRESS __ ...1J~9l.!:l5~8~K..1:Eu.I,J.1LA-Oll.:Gi1.:Gr--J1A~VL.tE:..t1Nl,.\,,U,..i:E;.__---'------------------- CONTRACTOR ---~M~a~C~OuR~MuI~C~K~CACwN~SuT~B~U~CJT~I~OwN1------------------ ARCHITECT /ENGINEER ---1$.;z.iM.:4.I.i._.T,LJH~C...iOo.lJN~S'2JUu.Iu..tr.a....I.LJNwG.2.....,jAwBruC1....1HL:1-,,,-/ ,_JBwC..uDwl\t:1,$(2.__--"---___________ _ TO BE BILI.ED -----'M~c~C~ORM~-*-I~CKil,_,!l,oC:!i,!ON~S..._TRnUJ.L,!l,oC..._T..._I:w.ONAJ_ __ ..:...-_____________ _ BLDG. PERMIT NO. 90-1288 · PLAN FILE NO. ____ __...N'-'/'"""'A;a._ ______ _ SAMPLE DATA REPORT OF • CONCRETE D MORTAR D GROUT D OTHER ________________ _ SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE __ ...:;.O-=-5_-...:;.O..:;;;2_-..;;..9=1'-------- MIX" DESCRIPTION 5 SACK TICKET NUMBER 1298951 MIX NUMBER 15 p TIME IN MIXER 45 MIN SLUMP 4" ADMIXTURE POZZ TYPE CEMENT rt AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 2500 LOCATION OF PLACEMENT· 1,2 -A,B STAIRWAY SPECIAL TEST INSTRUCTION OR REMARKS -----'-------------------------- 2500 28 · DAYS REQUIRED STRENGTH (f'c) __________ PSI AT SAMPLES MADE BY ___ D_A_V ...... I_D_MA_R_T_I_N_E_z ___ DATE RECEIVED IN LAB _______ o_5_-_o_3_-_9_1 LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 85 O5-O9-9l 28 86 05-30-91 28 87 05-30-91 56 88 06-27-9L l LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 -- MAX LOAD POUNDS 47,000 68,OOC 70,000 80,000 LABORATORY DATA R.EMARKS ----------~------. *** R~ISSUED FROM DAT~ ~EVIEWED TO INCLUDE 56-DAY BREAK DISTRIBUTION ____________ _ ~L~BY: ALL SAMPLING AND TESTING CONDUCTE:D IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 DATE 5-3/ "9/ COMPRESSIVE STRENGTH PSI 1660 2410 2480 - 2830 **" •••••••• ,:.. ., .. ,.t,.,: .. J..J+,,..,,,,_~~ .. J..i. Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINF0RCED CONCRETE OSTRUCT, STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINF0RCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING OOTHER JOB ADDRESS IFOR WEEK 1958 Kelloaa Avenue, Carlsbad N091-Q16 ENDING 3-8 19 OWNER OR PROJECT NAME BLDG, PERMIT NO. I PLAN FILE NO. McCormick Family Trust 90-1288 CONSTR, MAT'L (TYPE,GRADE,ETC.) ARCHITECT Reinforciha Steel Smith Consulting Architects DESIGN STRENGTH rOURCE OR MFGR, ENGINEER f'Y. 60,000 osi J.L. Davidson Leroy Bodas Engineering DE:SCRIBE MAT'L, (MIX DESIGN, RE·BAR GRADE 8cMFGR,) GENERAL CONTRACTOR Reinforcina Bars ASTM A615 Gr 60 McCormick construction CONTR, DOING REPORTED WORK Chord Steel ASTM A706 Pacific Reinforcinq Steel LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES Wvman Testinq Laboratory REINFORCING STEEL VERIFICATION 3-5 Inspected the re:i.nforcing steel installation for tilt up panels· #I-1, I-2, s-1, s-2, S-3, S-4, S-5, S-6, S-7, N-2 and· plumbing area slab on grade per details noted on sheet Sl, S2, S6, s7, s·8, S9, SlO, Sll of approved drawings. Inspected reinforcing steel for _size, grade, lap, locations and clearance. Verified :member dim~nsions with inplace formwork. Checked locations of embedded items and sleeves. Work inspected is in accordance the UBC. 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 OF THE CITY OF SAN DIEGO BUILDING LAWS. with the approved plans per yJ;?i,Ef-7/.'7:, ~/fJ?,,,/ 91 I ' ·~. t .,.. WYMAN TESTING LABORATORIES • San Diego • Riverside • Orange • San Bernardino • Ontario • Imperial • Las Vegas 1-800-487-0355 March 13, 1991 McCor.m.i.ck Constr1Jc:'I: i.on 250?·. Jl:mp.ix~ Avenue 13llr~anlc, Calif.orn.i.a iJ·1~.,n4 W'I"L 91-016 Report No. 4 su:p.TEC'l1: Footing Excavation .Observation, . Proposed Family '.t:'rust, Lot 37, J.958 I<eLl.ogg Avenue, California. T'--l'cCormiclc Carlsbad, REFERENCl!1: 1) "Geotechn:i.cal Evaluation · and Compaction rpesl.:.i.n~J, Site Regrac'Li.n<J, · Carlsbad Airport Center, Unit No. 2, . Lot 3 7 11·, Prepared by Geosoils, Inc., dated.December J.:t., 1990. 2) "li'onnd,t'l:.lon ·:i:nvestigation, Carlsbad Airport Center., Unj_t No. 2, · Lot 3 7 11 , Prepared by ICG Incorporated, dated August 6, 1990. Gentlemen: This lette~ has been prepared to confir~ that we have observed l:he cont.inuous and isolated footing excavations for the subject pr.·ojecl:. our obs~1-vut·:ion .i.nd:Lcated l:hut: a) b) c) 'l'he soil condit:.i.ons exposed in the foot:.i.ng excavations do not ct:i.:t: f:er .t:rom. the conditions ant:i.c.i.patecl in the preparation of the . referenqed reports prepared :Eor the subject development. · '11he depth· and W.i.dth . o:f the footing . CY.(!c1Vat.i.nns . ~ere·,· ·found.· to cmnply· ·w.ith the recommenda~ions presented in the re·ferenced r~port~ and the .str1.wtural plans for ·the-· . · EHrhj ect ·c1ev1:1:I ·opinent. All f·ootin<Js. wLI l be founded on a .m1itahl.e bear.in<) stratum. All foot.i.ng exc:c:ivations nre into compacted f. .i.ll or f :i.r.m natural grounct. · d) The· fotmdat1.on · re·commendat.ions · p·r.esent:ed .i.n > the ref.erenced repoJ'.'ts ha vi:.? been compJ.:i.ud w:i.tl\. 13230 Evening Creek Dr. S., Suite 218 • San Diego, California 92128 • (619) 486:.0354 WTL 91-016 March 13, 1991 Pag_e 2 If you should have any tjuestions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, WYMAN TESTING LABORATORIES a/~ Ronald s. Halbert, R.C.E. #42204 RSH:jly cc: (6) Submitted (2) Jobsite (2) City of Carlsbad, Building -Inspection (' RCV BY!XEROX TELECOPIER 7010; 2-13-91 4:08PM; CCITT G3~ ; j:j: 1 02/13/91 16:09 NO.301 P001/004 r~---.....-.. IJ-~, f::::I ... ~---,--__ ·.· WYMAN ,; : .... )\t·~-' TESTING Testing ·1 · -ii:"::! 'Iu~l~, LABORATORIES lnspe Ion Quoflty Control WTL PAX# (619) 486-0471 W'l:L PHON!~ .Jt (61.9) 486-0.354 F.ACS n-rr r..r-: 'l'RANSM;(SSION INF.ORMAlJ.11'. If 'PO: ft_C..J::b::\ ... Q £~~ \~ql __ .......,. __ _ :B~1i 1 ~t--x~~~pe-.at~ t:,J ____ _ TIME Y! QC ... rlTf .t F'"' x : _ ( ¼> 19) .. --Y.3.S~:.:.12.B.'i ':/. . . , , J\'l'TN : (C0n~....L.......J:.@~~r_c_o,._, 1...,..;J ___ _ COMMl•!N'l'!~: ~~-b:~c1_s:}_.~,-~~--.J:L2P'1 ' Q._t --:r:bL ~~-~:.____i~~+-t......_ ~.:&J,.,.J2.m~.:H..~-~-~U..tAA.: d>i... ~i:,4c,,ec o/ :w,,-.. TS ,J:'~ _ _sAJ~.-...:::.::r.~!ll.-'Ul~UIL--L..ta.f.~li-!-}..j....;L.....~~-41,,._...!Jl.~._._- ~.P-tJJ.\--·J,-~,U,S-flad.LJ~~~-......la,,,lj,j~L;L,..,J~...,......____ ,_ ... 1rOTA[, PA lilS W/COVER _:::I__ l 3nO EVENING CRERK OR SO #218 .. SAN DlEXJ(l,. CA 9212 • ( 619) 486-0354 ,. I L ' ' RCV EY:xEROX TELECOPIER 7010 2-13-91 4:09PM CCITT G3~ \ 02/13/91 16: 10 N0.301 P002/004 WYMAN TESTING LABORATORIES HcCn1 nli,:k Cnni-_;truct ion ... '.!>l')'/ l·:,11pi t'•.! /\Vl:~illlt' U u r I i...l 11 I\ , Ca 1 i. [or n .i. ,·A tJ I.•::; 0 4 At1:.unl.i.,H1: /"It:. Ct·a1,J Ho!ir.o.r. • San Diago • Rivorsidu • Orange • San Bernardlr10 • Onturlo • lmporlnl • Las Vogns 1-800-487-0365 WT Li 91-016 Ht-=tpn r. t. N<>. .":3 suu,n;C"J': J~dditiona.L l!'oundation Recommend tions, .t;>roposed McCormick !•'am.ily 'trust, Lot 37, 19 8 I<ellogg Avooue, Car:1.::ibad, <'al.i..Eornia. 1) 11 t;f~ot·.,·•cll1iical r.:valuation end C mp,wtim1 'l'esting, S .i t f:1 R 1:::> ~ 11: ,:1 d i. n g , Car l s bad A i .t: pot: t C n t er , u n i t No • 2 , Lot: :n", 1:-'repa:r:ed by GeoSoils, In ., dated Decattlbf.!r 1.l., l.1)9H. 2) 11 1•'<.Hmddl i.on Investigation, c: enter , u n .i. t: 'No • 2 , r .. o t 3 7 11 , Incorvur~t~d, dated August 6, 1990 ( it? 11 (: ( I.' 1\1! 'I I : arl!ibad Prepa1:ed Airpo.rt by ICG 1 r1 .-.ic:1.:0 i: d;:nic.:o with " r.eques t .E ram Mr. Mat k latter son, pr.oject ;:rnpt,•r1nu:ndt'?nt:, l:t1i1·; r.opcn:t has been pre ared t:o present ,H.l< Ii t. i. <Jn<1 l I ound,.1 I: .i. 011 1··e.:e::ommenda ti ens. for the c~nc:e l:e s lab7on- rJ r <1dv 1·,, i nl 01:,·1·.~rn,~nl· ,.;11d 1solat(!d 'f;oot1nc;s at u1 Ld1ng .locatl.ons I, ·-:l. d II t i i·\ • '.1 ·· ;l. • ,\!; i.11,.ii<·:,11., .. :i.l in ,iln· l:'<..~pott entitlea "Review l~s!j!()t"Li;'', dilt·:,!d l•'d>1:u1:u:y 5, 1991, the site l.()Utld r:11 t\,.1\1\i r'U<.:k w.ithir'l three feet ftOffi f !ltll.li.1L.i,n1 will. t~sult: in a f.i11 transit ,,11t:I.LI11.'d. Wu t.:rll'·.i[etot:<0 recommen<l£-=d that tht:.'! c .wd I: Ii.:-<'Unc i:d L..? !J Lab-on-grad1::1 re infor.cement ini1111ni:~,.· ll11.• 1,>otunt·i,d for distr.ess to l:he p 1.1· i~; 1111r und1~t:st~1ndi1HJ that~ the str:uctt1raL pr<; j,·,'.I 11,t:, <1ddi:..,i::;:j(~f.l the ·:r:,linf.o.rcernc;!nt ·i 1 1,1,1t.i11,i:; with ,1dditiu1w'I r.H:i.nfor-cement. ,'d)0V: I ! ,, 'l Hlllllt.'l I' l,!1.I • of Geoteohnicnl as ob~~,ved •nd nish gtade. This on situation as nt.inuous footin!gs be increased to oposed structure. nnaineur for the tnfE! con ti nuo·us \:h,) i; wt"! .ich we t\,ld i. t:l 011,·1 l t:1i inl.oi:-c1:)flli.;:r1t of. tht1 co11crete Bla )·-on-grade shou•ld ,:·Dt1!Ji;jl. n!: Nu. ·3 r10inl:orcing bars pl.a.cad at 1 inch!::!S on cen1:#•r ,.11..:1:0~;:; l.ihi l:t'd11:-:iit..ion zone. It was detei:mi ed throi.tgh ha,nd 11no l·voninl) Cri:.iek Dr. S., Suite 218 • Son Diego, California 92 ?.f.\ • (619) 486-0354 ; j:I 2 . f RCV BY:XEROX TELECOPIER 7010 2-13-91 4:09PM CCITT G3"? 02/13/91 16:10 HO.301 P003/0O4 W'I' I, '.J l ·· P I u February 12, 1991 Page 2 iilHJllt' i nq l.ln:ou~Jh th~ 1:ornpacted fill mat~r:ial to the Utlde-r:lying ri,ck, lll,.11· t!Hi toc;k f'ormation is a "knoll."· located at the l.ocd I: i crn ,) I: tlH) two i.1.,0 lated foot .ings i:efere ced above. Baaed un oiu. I.ind i !1SJ.S, .~ rfo t;.d l for the add it iona.l ., lab rein f o:i:-cemen t i.s pr:t·~~;,~nLt~d on Pli:.il:t~ Number. l. It should }e understood t.hat Uil::J l:.'{::inl.or:cemt~nt Js l.n addition to the p:i:-posud r<:dnforc:dog bars I.Ii<'!!·. at~e Hpocifi.ed for the f.rntir.e oncrete slab as Jndic·1t·:(!d on tho str1.1cl.11ral plans. I Dur i 1\1:J tl11,.1 excav.::i t ion o (: t:he two isolated foot 1ngs, A-2 & A. 5-2, U·H-~ ,n,?.i ol. th(:= f,.'1ntlnqs was over. excavated a. a resu.lt of tock <~nc.:c,Ut1l:,·t.t .. !d. 'l'h.i.:5 rws result:e,J in the excQva ions to he deeper t: han Ul!:' rGcommc-11e:Jt,~d 1· oo tings ,.-i.nd to be rough due to the nature 01: l:lit'i rock Jtsi;l /.. It is our rec;omme dat:ion that the u:<c,-1vd·1· i orw he bc,cl~ ti. I.J r.:1d to th1::1 bottom of the rn·oposed focjtings 1.vil:.I) i1 h:,111 conGru!~(~ 1>[ slurry mix. In ad ition to t:he ov•~r ,,,xc<..1v<11.,.·d d ..... •pth, l:.hti i;Ui(·~s ol: th~ excavol:ior s and the area b(Jtwi.>1:11 L lHs' two fool. i ni] H were ovGr excel va ted h .r: i zon tal .ly beyond !..111,: l. i111i !.:·., ol: Uic• J ,icd .. itHJS. 'f'his has .r.fjsultec i.n an excavation l.1r.1Jl_:r \:11,·111 tht.:: p1:opu:,,,.•d foundations. 'l'hre i::11.t~rnatives for t hl! li.ll'kf'i 1.1 <.1r c:~1111,1:n1ct ion ot: the two iso. ated l;ootings are lrnl':1 i111!d lmlow. ,.1) l'<Jnn llH= i:-wl.aU~d t:ooting with lumber, place conG.i::ete in Loo tings ,rnd n.l J.nw to cui::e, and backf:i. .l the su:r:r.ounding <H,-=<l with coinp,H':t:.ed soi.l.. This soil may be native or i1nLmrtt·'1d but· Hhul11.d not be an open gra ed soil which may ,1 I I.ow thi:: pnni...l'i.n,J of: wab,H' ar.ound the fc undations. b) J:orrn l:he i:..;u 1.,,1.b,,d Eooi;'.ings, place con rete in footirnJB ..tncl di.Low l,) ,:ur,~, and haokfiU. the sut: ()unding ar.ea w:i.th 11 l.(=~atn conL· n~ b~ mix. Pt~.ferably a two . ack mix. ,·) t~ornpl.i:ltel.y backt'i U the ent:i.r:e excava ion of the two 1 :;t) l ,3 tod l:oo ti, mp·; with fu 11 strength co CHJtl=;? to forrn one I , I 1· q 11 I'.' f: 0 n t i I}(/ • r1.11··1.:r11.tt 1vc 11 h 11 Hid}' h<.,:t r.>Gl'.'fr}rm1:~d in two ways 1 Jhe fin~t being as 11ul.l i.nvd ,1h•>V1:.:, l.h1:i i,econd by forming the fo ndations ft:om the 1111, i ill':, 11 I ;-1,~ i n•J t:ho l 0c~n concrete mix aro nd the pr.oposed !",Ju11ddt·.i,irw and ,11.low to c:ur.e, rem(>Ve fo.rm::;,in footings arid pL·1(·t:' 1;(_,~, .. il. ,1nd c1inc .. 't:'=!l:,':! as n.oi:mal. 1 11 yc)t1 1,Jwuld tH~~i.~ a1)y q~~stions, J?lease de,[ not hesitate to ('(Hll,,,~t. 1.J1is oft1ce. 'l'h:i.s opportunity to b+ of professional ,;,,rvic:,• i:; :;itH.!t·:U.~l.y .:ippr(:::c.:dat:ed. 1~.-1q1,·,:t J ,1 l I y i_;uh,ni t·.t:1-.,d, h'y~:.~l ~} .'l\:f: t i nq l.,,.d>O t: d t.o t.: i t:lS, l nc. ,···· ;( . ...-, __ C:::_ "(_~:~ -~ ;/· ! 0 _.f! .. :r¼-0-::-:--:-~·:1·""'--~----~--.. l-!c.in,.~ld !·i. 1-li:dLH:t'l:, H.C.E. }f422~4 HSII: rh cc : ( b) ::; 11brri L t: ted ; i=f 3 RCV BY:xEROX TELECOPIER 7010 2-13-91 4: 10PM CCITT G3~ ; i=I: 4 02/13/91 16: 11 NO.301 P004/004 -? i--------~---··~---~---~--·-------------......:~ ...... ---------., ···,, r·) ''I i I ,,J) l(n'>I .,.' ! '1/.) ·-·' •• / I ,, r .nl·r. .. \l~' I ~ ·~ 11 [,{- ~ I ~-r'i l' ••• l, ij I Ii~ ~11• 1 1.1 !:· I V ~ ' I I ... , ,.., ft '" , .. L--, L...._., ... _ _.L,-_____________ , ________________ .................. ----1-·--------~~,,.,,,..,. .··.~ .. ~ .·~·-'~ \ ~ r_ ~ -i \l!.. \J += City of · Carlsbad -=@ t#i i h· I •24 •t-H I I; ,t§;; I FAX TRANSMITTAL DATE: 8/21/91 NUMBER OF PAGES BEING TRANSMITTED: '-z---. TIME SENT: TO: (INCLUDING FAX TRANSMITTAL) ¥i~:2_ FROM: COl\1PA1\IY: ~ DEPT: PHONE#: PHONE #: (619) 438-1161 ext.4332 FAX#: FAX#: (619 438-0894 SPECIAL INSTRUCTIONS: David: We're at cross purppses. Any latch is OK that can be bumped . into position. I was talking to you about the door opening hardware. That must be lever type hardware. Law attached. 2075 .L,a~ Palmas Drive • Carlsbad, California 92009 • (619) 438-1161 :.,:.-,,,· w > -1-u LJ..J L.t... 1..1... u.J Sec. 2-3302(9) -(Adopted by State Fire Marshal but not OSA, shown for clarity only) 2-3302 (g) Refuge Area. Every multistory building where access is provided for the physica1 ly handicapped shall have designated rooms or areas on each floor or story which will provide a reasonable degree of safe refuge until rescue can be accomplished. EXCEPTION NO. 1: Stories opening directly to grade. EXCEPTION NO. 2: Stories having ramps to grade. EXCEPTION NO. 3: Basements used solely for the service of the buildings. EXCEPTION NO. 4: Floors or sto.ries used only as parking garages. Doors Sec. 2-3303. (c) Type of Lock or Latch. l. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. EXCEPTION NO. 1: This requirement shall not apply to exterior exit doors in a Group B Occupancy if there is a readily visible, durable sign on or adjacent to the door stating 1 'THIS DOOR TO REMAIN UNLOCKED DURING BUS I NESS HOURS' 1 • The sign shall be in letters not less than 1-in (25.4 mm) high on a contrasting background. The locking device must be of a type that will be readfly distinguishable as locked. NOTE: The use of this exception may be revoked by the enforcing agency for due cause. EXCEPTION. NO. 2: Exit doors from buildings or an occupant load of. 10 or less may be provided latch, dead bolt or'· security chain, provided such openable from the inside without the use of a knowledge or effort and mounted at a height not to (1219.2 mm) above the finished floor. rooms having with a night devices are key, speci a 1 exceed 48-in 2. Manually operated edge or surface-mounted flush bolts surface bolts are prohibited. When exit doors are used pairs and approv-ed automatic flush bolts are used, the leaf having the automatic flush bolts shall have no door aM in door knob leaf or surface-mounted hardware. The u.nlatching of any shall not require mare than one operation. EXCEPTION: Group R, Division 3 Occu.pancies. Hand activated door opening hardware shall be centered between 30-in (762 mm) and 44-in (1117.6 mm) above the floor. Latching and locking doors that are hand activated and which are in a path o.f travel, shalT be operable with a single effort by lever . type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Doors to individual hotel or motel units shall operate stmilarly, except that when bolt and unlatching operation. is key operated from corridor or exterior side of unit door, large bow keys (2-in (50.8 mm) full bo~, or l 1/4 -fn (31.75 mm) half bo~I) shall be provided in lieu of lev.er-type -hardware on the corridor. side. Separate dead lock activation on room side of corridor do.ors in hotels or motels shall have lever handle or large thumb turn i:i an easilJ reached location. RCV BY}XEROX TELECOPIER 7010 '; 8-21-91 8: 58AM ; .., 714361~736 ~ ~r' ECK BLDG SPECIALTIES 7143613736-;. 237 P01 ;.j:t 1 ' HUG 21 '91 09:04 FAX TRANSMITTAL ATTlti 1,J:tfw i:lf@= --; P.O.Bax6eM ~~CA9N77 714'3e1•3"4 FAX 7t""'36t•:S'1SII Lie. No. -431114 FAX#: '-o-\~ \..\3::>'c;;i-O~°t\ NO. OF PAGES TO FOLLOW:~ 4 \ ' DATE: %-~\ -0..,\ IF YOO DO NOT RECIEVE ALL:THE PAGES PLEASE CONTACT OUR OFFICE ASAP! (714)361-3734 FAX1 (714)361-3736 **************************************************************** RE: C \::\\{:'('E-.~. ~~ \~ -as: '\'\.\~ ~WR<\.., -f:½;)D 0 .--t \:\ le:_ Ke,.~,~n.o~ ~ \);::()CL LA.'1CliS ~\._<--. n~ ~~~ ~Cl--~~~ <f, ~\~~vft.~ ~QY -; I ' I -I , I RCV BY:XEROX TEL~COPIER 7010; 8-21-91 8:59AM 7143613736~ 7143613736 ECK BLDG SPECIRLTIES Frdt "Job Packaged" Hardware and Parts 237 P02 ; l=t 2 RUG 21 '91 09:05 All hardware is chrome plated as standard (Brass C.P. Hardware available if specified.) Note: All M. T.C. and L T.C. Hardware ,nterchangeable except as noted below. M.T.C. Me1af Toilet Compartment No 207 Top Pivot Pm No.211 Top Hinge Bracket f i, \f I \ .. --·. No. 312 Bottcnt Gravity Nylon Hinge forM.TC. No 319 Bollom Grav,ty Nylcl'.~ HinGe forl.T.C No. 31> Bottom Cam & P,nl/e Assemb;y 1110 214 Bollom Hmge Bracket No. 316 Tep Ymge Door Escutcheon for L re. 1b, Ne 317 Bottom Hinge Housing fo• L TC 2\5PD•1 Door Handle No 27 Bo't & latch ~ sse.Mc;, fo, usa ,·,nh t Jo ~8 Bvmper t:sa;:8r Standord No 670 Pi nm for Post to Ceiling 1 '14' x Hie' OuroP,lasters L. T.C. Laminate Toi,et Compartment No. 716 Pull Down Purse Shelf No 4 H-2 ParP,t to Wall Brac~et No. 41 H-2 Pilaster to Wall Bracl<et Na 42 H-2 Panel to P1l,;ster or Heaa·an to Headra,I Brac<et No 43 li-2 Panel to Wal' Brackel No. 7•7 1·.,· Caif. Cod;, r ~o. 715 , 'f.f Govt Scee. Stainless Ste€! Grab Bar Availab1,e Ir, 1e" to 48' Lengths ln increMen•s of 6 • No 705 Paper Hoioer Rel, T:;pe Nv. 706 Paper Helder Cao net No 417 Headr.3'1 :o Nall s,a:,er (, / ( (t ii ; f I ' No 31€, urinai Scr~er Bracket No !::25 Coat Hoo,. and a:.mpe, No 679 floor s:ic'Z! for A'!.!Pfl"~m (1Jf.," , 1''• ') Post lo Ceii,rg Form 7065 Rev 9/86 Prrn!ed in US.A. 17025 East Gale Avenue• City of Industry, CA 91745 • Phone· 8181964-8475 No 309 Head ra•I Eno Cap ''Z" Braci<et \/o 90-H3 Tf-'E FOLLOWING REPLACl:oV.ENT f-'ARDW4.RE \AS fsOTEO') IS AVAIL.>.BLE UPON REOUES·. 'lo 302· Siide Bolt Assembly ;,Jo :3:'W fn.:;w1ng 81.,mpar 1'8~01:lf No 303' O~t,w1n:; &u,'l'pi,r ve,eper /: RCl.,,J B'/:XEROX TELECOF'IER 7010 • o 21 c:•1 q . ' ,_,--:::, -: 01AM ; ;43613736 ECK BLDG SPECIAL TIES 71..:+3613736-:i 237 P03 AUG 21 '91 RR-~ •13S2C 3.1.1 H1nge~. Hinges sha11 have Q11 working parts concea1od and sha11 be actuat~d by gravi~~ or compression springs. Hinges to be adjustab1e t~ permit do-0r to remain open ol"' ,.:1osea when not latched. Hinges sha11 consist oi a stainless stee1J aluminum. ~r nylon pivot pin operating in a ny1on bushing. 3.7.Z Latch. Latch sha11 be sliding her or cam operat~d bol~ type. Sliding type la~cn sna11 consist ~ran &n~ased bar. appro~imate1y 0.75 inGh- w14e ~Y 3 1nches 1ongt operated by a kNob. Cam ope~ated letch sh~li con~i$t or a bo:tt app~oximately 0.375-in~h diam&~er, operated by knob and cam mechanism. Bar or bolt sha11 be stainl~ss st~el or chrome plated stee1 and i~ternai working par~l of cam Qper~ted lat~h sha11 be of se1f-1ubricat1ng mrrteria 1. 3,8 Mounting bracke1;1, Mounting bracke~s for mounting pane1s and ~i1asters to one another and to wa11s sha11 be stirrup typ0 oi chrome plated brass, extrude~ anodized a1uminum, chrome plated nonferrous cast meta1 a11oy1 or stain1ess stee1. Bracket$ sna11 be designed fo~ fas~ening to wa11t with at least two 0.2i6-1nch d1~metor stainless steel, 0.25 •inch diameter zin~. cadmium or eh~me p1at~d steel screws. Stir~up bracxets for meta1 partition$ isha 11 be de~ igne-d tor iastening to t.he pi last.er with machine screws 1 n.to ~apped ~~inrorcomant or rivet nuts, and ror through bolting to pane1 with 3/16-inch sex type ~nrough bolts. Stirrup bracket! ror partic1eboard ~ore i,artitJ1on-s sha11 fast.en t.o t.he pilast.~r and pane1 with minimum No, 10 seH·~ tapping screws.. 3.8.1 Mounting bracket for-wa1i-huna urinal scr-een. Mounting bra(;ket r0r t--:Ja 11-hung urina 1 screens sha 11 oe d~~ lgnad to support the dead weight of the ~artition plus two lSO 1b live 1oads aeting simu1iantous1y at the top iront cor~or of the screen one ~c~ing verti~al and the other acting hor1zonta1 and para11~1 to th~ ~upparting waii. When 1oads are a~p1ied there sha11 be no movement of tne screen ~t t~e wa11 and maximum deformation at any other point sna11 be 0.25 inch. Upon rsm-ova1 or the live 1oa<:1s. the scraen sha11 compiote1y recov~r. Mounting bracket fflgy be menuiaeturer 1 s standard typ~ proviaing it me~ts tha periormance re~ui~oments specir1e1 herein ~hen attached to the type or wa11 ipec1,1ed {see &.2). 3.9 rastoners. Fi!steners sha11 be provided ror t:ompletely assembling ~o11et partitions. lapped r~inforcements or rivet nuts sha11 b~ p~ovide~ 1,-Jhere machine screws are-used in c.orruqa1.ed or honeycomb paper core~. Se Htapping sheet met.al sc r.;iws wi11 not b1:1 perm'l t.ted ·in corrugated or honeycomb paper cores. £xr,osea screw and bo 11. hea4s f o-r h irige~, dour· hardware, and. coat hoofts sha 11 be one·-wa)' theft ·proof type. Mounting brac11ts sha11 be fastened to nanels ~1th 1e~ typo through bolts or scr~ws and t0 pi1aste~s with se~ type th~ough bolts or screws. Brackets ~he11 be fastened t.o v1wlh tSnd appl"'opriate ras'i.eneri for th1: type of '-"s11 specified (~ee 6.,). s,raws or sex bolts shall be typa 300, No. 4 rinish, s~ainless or carbon steal with a h1ghly polished chrame finish. 3.10 Fin\s~. F1n1sh.sha11 be as specified {see &.2) ~nd described in 3.6.1.1 througn 3.&,1.5. F·inish sfur:il be high1y resist.z.nt to i1ka1it_s, urine, and other common toi1et room acid~ with coior as specified (see 6.2). 10 ;t; 3 09:07 ---·"""--"!'- ·10 _,_. ~ . ·, ~ '• ..... _ ' ,; -',' , . --...;.,.;·· .. .J;..:,, ' ·. \ ' BUILDING _.-/ Smith Consulting Architects 9868 Scranton Road Suite 150 San Diego, California 92121 f (619) 452-3188 t Fax (619) 452-3907 t TO: Inspector Mer Camaro f DATE: March 18, 1991 McCormick Family Trust 1958 Kellogg Avenue l / .:; JOB NUMBER: 90~0~13~----- CITY OF CARLSBAD -BUILDING INSPECT(?R 2075 Las Palmas Carlsbad, California 92009 · . COPY: Enclosed -Stamped and signed details for strap revision at panels which are being stacked and additional reinforcing added a$. precaution in areas where. minlmum soil coverage above bedrock is light and there is a possible transition from bedrock to soil. Please pall if the~re are any questions. -. , ~ .. --·-·-. -----~---p Mark Langan, AIA (]) I,. 1. :,··.·:· : .... ., . . : , , -:: !·' .,.;, I::·.~' . .... ·, .. '': ·.-:,:_~---:··--··,,._ ..... ,. •',,: ~·. ' .. _ I .\ .. ,. ,. " '.' ' ·,~:;:·~ ~". -.. -,.-;__,~· -:..-. ...... ; ..:.;::-;;:·.--t".:::;:,_;;":7'°..::.-·--__ .,. __ ,_ ... ' . . -1111,iq. . . · .. · . . .. · .. .=. ~ . . · .. : .i-· Po\Va.s a t4 o~C'.., ·\..-~--·-----·,, ·:",· ---a:· ... ' "" ..... " .• ':· ,:·:_::'.-,;:,; \D< :;-. ,':· .... ' ··. \·. ·. '.!. Ii_' J... ·j ·'. J~< ·\ . \ • . • 4 ' . l1ff f {t';e-•·' ··-./-'·. . ·. .:..-,-~";.-•' .. '!>1'1~Mf' ~ ~ 8 ~ G, \ ! '· ' I ';l •U ~•, } :/>'-<j~'..,.,<,i -;,. ' .... · ;-·,. ., .,. . ~ . .: •. ,-·{ ~~ :~·: .: : ;: i. ·,-. ,:· ·.' ·' ,• \. . . ''"~' ~ A:, ..fME-l..._ ,JOI ~T.$ I ~.~~.~;;-L.~ .. i.l ._,~ .. "'-::.~-~ ............. ~ ~;._ . .... .. ... · ·:.: :-Z ;, ··,,.• '• ,,, , :· ., ·1 :4Yi' _f:M¾,;Prtt:.rJj ---~+,II'- i;\t,.f, \f'.{[~ft~,t~t;~\/. ·:}:):I::::?:,;: .. -~ .. ,. ·'}·:·: ··,_.:,-; .,· ·!:,:<·'. ::;_;,: ,··:;,:;:':',;:'.;; ,,-.~;::,: ;·:: · ~~ ; ·,-f<A.M~'T(f<1;:.Df-(~/\ll __ :-r.,?i.J C?>ot.--r.s J- q If'' :":{d{;; ;.:::'.: \ ... ~ •.; '· ===Tb;.,:·:;::::;;.,;·==·.-;:::;:::;·::!=· ~-=., ===~~f-t.:.f..::::::::::::::=r=t-=-=:===--4= .. ~t=:======t=-=_:-1 ___ --------~r • , ,, ,,,\'ff. ,•,,"°r_.,,./ .. ~~;-.-~Ji! -i.:i· ... ~ ....... -.. .,. ........ ~d~··~+·":" ... +\.,.'\.~-"'--:17'· -: ', + ---1-;--f ,, , ( . ., .•, . :·.,, .. , .. ,, .• ' ' ~. t • • :.• .• 't l-9 j ., . ' J I : i : , ' ~ " ' -! : "· ,.,. ft ....: ·~ i2: ~ :J i. D f i APR _30199)/· McCORMiCK CONST. CO. Certificate of Conformance ~~ : '2527 ~91 Certificate --,----------------- ., ·'. . THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man:- ufactured in accordance with the specifications indicated below. , .,: \ -' , • -, .c • • ~ ' •.. ,; r" .~~ -• lg ANSf.Standard A190.1-1983, for Struetural Glued La~i~ated Timber -- :, ~.i ' • ,, i \ . ~ ~~. t .:c· ~J ,. ~"'!',, ,,,_. ' ,.., .... t ~·. ,.- .(:,; ).1,' ·,:. ...__r ,i~?. 1 • , . ; :·: f . : S:gn~ture '~ e;.,. ,~ ; < Titl~~· .· .,,~~ I"'. T)j r,=,,...:tnr · 1 ~ E. Carson . . . _· .. · . : :, . ,·<.-· /"::,,. l ' ,' • l'>t , Company . Btih4fnia Iii.6 .: " Aq~re~ ·.' ·Sagiri~w .. fOre'.gbno\te -·. :4_5_J~1 • ! ,. k.. ~, . ,'· • . . ;:: l-,...f ~-,:, • '' / 'J. '.:· .• ,_ ·, " • ;__ ,> ft . -.. ,.-,.... ; .:'&~ • ..... t,'~ -·r ' . :. 1, '""-':· ·1 ' "' 4 • IT IS HERGSY CERTIFIED that the structural glueo laminated timber production of the above-named manufacture.r which carries a collective mark Of American Wood Systems (AWS)' is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. · _...,.. ... ._,, . . ; , .. ....-waoo .... . ,.(--:, . .{ /" ~&~ .......... ~ ... ,, ~ ,•"\\\\f0R4~·-•• ~ \ s:.,~~ 'CV ...... ~ \~\ f...J,l),, A .... ..-:~~, : ·, "1rf ,.,:·SEAL ··1--· 1 · .- -. I • . . • l I , i . , ,: · ~ .. ~,· . i' ... •. .. .. . ............ ~ JJ,ASH&NG°'~/• ' ......... .....,.... .. . //R&;{k//4~ , ,..py :· . '. ' ... · ~· · Michael A. O'Halloran ; - ' .: Executive Vice President AMERICAN WOOD SYSTEMS -A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION ·' ,-:.-:=·: ' . -. -. . :,-: ... ..,_ '~ . . ~--. . . . ~-. -. ••. -·, .. •' .. , ~ " . . ; .. -:: . ... :·. :- ' . .,. •'· ~ ' . ' ·:--··· . ·j 1405 Descanso AYE!nue San Marcos, CA 92069 .. THIS IS TO CERTIFY THAT INSULATION !-!AS BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALiFORNIA, IN THE BUILDING LOCATED A"Js . McCormick Construction LOT# _ i_ · TRACT# ___ _ STREET 1958 Ke 11 ogg Ave. EXTERIOR WALLS: MANUFACTU_RER' Fi berg l ass CEILINGS: BATTS: MANUFACTURER Fi berg l ass BLOWN IN: r crrv_~C=ar~l~s=b=ad~-- 3111 R-11 THICKNESS/TYPE -~:! __ VALUE __ · j' 5111 R· THICKNES$/TYPE -~,i: __ VALUE __1L MINIMUM R· MANUFACTURER ~-.,..,_ ________ THICKNess _____ VALUE __ ' SQUARE FOOTAGE COVERED. -NUMBER OF BAGS USED bags per 1000 square feet ' J 3· f R- FLOORS: MANUFACTURER _____ _____, ___ THICKNESf'TYPE ____ VALUE __ SLAB ON GRADE: /, { R· MANUFACTURER THICKNESS/TYPE ____ VALUE __ WIDTH OF INSULATION_---'-___,_~ ______ INCHES FOUNDATION WALLS: R- -MANUFACTURER ---~'----"--THICKNESS/TYPE ____ VALUE __ GENERAL CONTRACTOR _______________ ___, ___ _ CALIFORNIACONTRACTORSLICENSE# __________ OATE ___ _ SIGNATURE TITLE INSULATION CONTRACTOR -BANKER INSULATION OF CALIFORNIA, INC. CALIFORNIA CONTRACTORS LICENSE # 552601 ;~'.(_~< f SIGNATURE . Contract Secretary TITLE DATE 8-/,-41 ' . ··:· ~: - ._._ .. _·= ... :t . :--::-. ., CONEER ENGIN~ERING TELECOPIER TRANSMITTAL SHEET FROM: CONEER ENGINEERING ~d,_g JOB.NO~ RE:. Riii : j~F!' < DATE: 41~1,, TIME: 1:C,'5 TEl:,ECOI? r ER NO : 4, I, 1t;1;S TELEPHONE NO: .. TELECOPIER NO: {619) 278-4207 TELEFHON~ NO: (619) 178-3292 TOTAL NO. OF PAGES (INCLUDING THIS. COVER SHEET):-~?-=..::::;;;.=·-~- SPECIAL INSTRUCTIONS: IF THERE ARE ANY QUESTIONS REGARDING THE RECEPTION OF THE NUMBER OF PAGES LISTED ABOVE, PLEASE CALL AS SOON AS POSSIBLE AT (619) 278-3292. OFFICE HOURS 8:30 A.M. TO 5:00 P.M. • . «l'~ST FQR INfOru.1A'1°ION ~~·J--~ ...... ...._ ........... _.,. McCOP.M.ICK CONS'l'R0::'1'1:00 CO. 2507 E\mpb:t.: Avem.H': ~ Sut"l:l--::mk) California 91504 RFl # \ DATE: -~-f 1 lc;L.__ original CQf,,' -Arcriit:.u(';t . 1st C<':'>PY -McCorm~ck 2nd copy -awner Cit ·f u=--,, } i ,. ' SUBJECT: TESTING ELECTRICAL METER ON PERMANENT BASIS Clearance of the meter located at \. 9 S 'i3, ~ el t e,R ~ b , · · · · · is for.testing purposes-only. -It expires in 30 days. __ Issuance ohi permit does not imply that the project is finalized or that a Certificate of. Occupanci 'has· been issued. The building ·will not-be approved'for occupari~y until all applicable City departments have · approve_d .the· project. · · "··-· · · ... · --· . . ' . ,, ' . ' : _ Ple~se ·r,;turn this statement with your signature. The meter will be ·cleared through the . ·. -sa·n ·Oiego Gas· and Electric Company by the Building Inspector of record. -•• --• ~-'·., ":.-' , ' • • -' • • • ~ • • _, ... • ' • .. < , _. .~· ; : .,:_ -• . .. _ Th~nk you for your .coopera~lon. __ .. ., ___ .. ., __ :~_.: ... , ... · .-... _.. .. .. _. ' • ; :. { ..... • -~ I •• i" ' ,..,_.,.. , • ,.: ~ ,. --.-J' .. ,._.., ._:,•--:,._ .:'.·,...,~-~ ~ -. ----~ .... -t. -. • ~ -• TONY MATA Principal Building Inspector Date: 7 -/ 7 -o// Approved By: 9/,--.JcJ.31 . / ½/~/ cc: Fire Marshall 2075 Las Palmas Drive .. Carlsbad, Cal_if~rnia 92009 • (619) 438-1161 \ i 'I ,;,. . ' , ... :. October 15, 1990 Mr. Tony Mata CITY OF CARLSBAD Development Processing Services Division 2075 Las Plamas Carlsbad, California 92000 Re: 1950 Kellogg Avenue Carlsbad Airport Centre -Lot 37 Plancheck #90-1288 Dear Tony, Smith Consulting Architects Architecture and Planning Per our conversation of Octo,ber 11, 1990 regarding the above referenced project I am sending a plan of the proposed toilet rooms. The lower floor has both mens and womens handicap accessible toilet rooms for employees. The mezzanine level also has mens and womens handicap accessible toilet rooms. These toilet rooms meet the current CAC Title 24 requirements. In addition to these toilet rooms there is a private office on the mezzanine level with an adjacent private bathroom. Since this is a build-to-suit,project the owner of the building will be the tenant and the private office and bath is intended for use exclusively by this individual. Referring to CAC Title 24 2-511.1 (a), as illustrated on the attached sheet which is an excerpt from ESGIL plancheck list, I interpret this as allowing for a private bath facility. Any assistance in expediting a determination on this issue would be greatly appreciated as this is the last remaining plancheck item. If you need any further · formation or clarification please call. 9868 Scranton Road Suite 150 San Diego, California 92121 {619) 452-3188 Fax (619) 452-3907 ,/ .-,r / # BATHI;G FACILITIES a. One such facility shall provided for the public, employees. 2-5 b. Shower compartment shall be 4211 wide, 4811 d·eep, with a 3611 wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-Slla-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. . ,. -~-. · GENERAL REQUIREHERIS 21. DRINKING FOUNTAIN \ / Drinking fountains shall be within alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) /. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (l!) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there sha~l be a. minimum of 32 inches clear between the win~ walls. ;{' Note on the plans that drinking fountain shall conform to·requirem~ts of Sec. 2-5llc and 5-1507. 0 PUBLIC m.EPHONE 0 Provide space 3011 x 4811 for forward or parallel approach to· telephone. 2-511.l(d) . @ Note on the plans that public telephone shall conform to requirements of Sec. 2·511,l(d). ® ELECTRICAL REQUIR™E:N:r~ 0 is, 20 and_ 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-SO(e) Center of switches shall.: be located not less than 3611 nor more than 4811 above the fioor. 3-3s6~s(c) · ~ PLUMBING REQUIRmEN'IS . /. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operabie with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self· closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROOP A OCCOPAHCY ~ y.AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. /!· Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-61l(b) ;{. This structure requires ----,,,---,----wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-61l(b) ,£. Each wheelchair space shall be 6011 x 3011 and level. 2-6ll(b) ,a'. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll{b) ,e: This structure requires-------seats for semi-ambulant persons. Clear leg space shall be at least 2411• 2-611(b) .A. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-6ll(b) /sIADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS ./.' This structure requires 1 wheelchair seating spa_c_e_s_. _I_n_th_ea_t_e_r_s and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611-(c) /. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(c) ,L~ Ticket booths must be accessible from both sides. 2-6ll(c) ~ Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) /f3. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-61l(c) 3END , Toil~t Seat ·brick iispen$er anq. 4. Bobrick mitary Napkin/ ! 25. )brick B-6237. :oncealed ·· mser~ Bobrick Lek B-673 ;;penser, 1e Dispenser. :>ver Dispenser, r. Bobrick · ~,..-jJ..lb~J_ . ' .~ Bobri-ck B-685. ~te Receptacle. ~llBJ.JL.e [DI],--,-- I I ~~lp... I::., OJTI @ .(»- . -i II I " m I. ll '=;f:"}·¼2it=: -!HIS I ~ !11u:-] r- ® •--Ct'll H~,:;4\... 4ofUCE, 6 1t)I · v.e-. W/ t ~~ o/cu -==i A I \.__/!\, __ l \1 1 I . . -t-.. '<!.'?,@ ____ 1.;;:=__ II · t --~--11.,,~ er '~10~ ,-7r ii r· J40f.f.~ ...L.,, ' lllcb ! ~ kz::.~~;;:., • I J __ _ I !~ = \\\ \JI \) \ l 1' -~.)i G' ----; \j . \) ! .lU _1 ! Lt'\ ""t ~-- !.~C ~i---------------( .. ,.---_ ... . ( -'!<.;-----------~ w 1--== \,s ~ 'iR -'i ~ffi·,, \IJ, . D \ -1 (\\\,Ab/ IM ' \f\ · ..... [ 4 'I 1, ti- """ / -..;..·----f-·= I Di m. /l!IIY ~l~. "---·--· ! I ------=-=1.J~ :. I s~I }1~L ~~ -------+-~_ireu ~/ uP-Gw· 1, I l I I ~ t ;--•• ~ • --I -r (../ ~.,~ !L,..lt::, '5j('.:$ • I '. ""'. · • L\-5 . ·=-, i, ,1r,0N . M ~:J-::>,..,... IN-.......vL-,.""! I i..::;,1V--=-i1,c::;l...,'_ c...i.-l-..<jL.L ~r:'.l. A. :C:::. ~E;.411·tl Nc.::t /1~~ • T'f Pt::. XI GN'\-'.Z..CA~ ---.1.,,-..:..+--'· · 'r::::: I I,;,, i c:::-~ ,c:;.;-r(....,--·f I '~ .,_.;1:.-, ~~ 'orl4L-l-~ 0 ~ ~E:Antlf..Gr ,Aeo-.iS-. W4tL-erbu~ . my·] :;2Lc ----------·---·---· -~ . ~ \ A r-'~~r---1. • ,.!i. > •\. I I. I' j --+- T. , ...... . · . ,·,· <:~-~ ·~- .•,·, ':! --~ is Smith Consulting Architects Architecture and Planning 1/15/91 Kurt: If the shower/in the owner's bathroom, this is a private bathroom and equivalent facilities are not required elsewhere in the building. November 21, 1990 Mr. Tony Mata CITY OF CARLSBAD 2075 Las Palmas Carlsbad, California 92009 Re: PIP 90-02 1958 Kellog Avenue Dear Tony, per Kurt: CJ) We spoke approximately one week ago about handicap accessibility to a private bathroom with shower on the mezzanine floor of the above referenced project. I was instructed to contact Kurt Culver at ESGIL for a determination on this mater. Kurt stated that this bathroom does not have to be handicap accessible and if you had any questions to contact him directly. I have not been able to contact you by phone, but need a response to this issue ASAP since we are planning to pull building permit very soon. 9868 Scranton· Road Suite 150 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 ,... 1 October 22, 1990 Mr. Abe Doliente ESGIL CORPORATION 9320 Chesapeake San Diego, California 92123 Re: MCCORMICK FAMILY TRUST 1958 Kellogg Avenue, Carlsbad Plan Check No. 90-1288 Dear Abe, Smith Consulting Architects Architecture and Planning Per your request I contacted Tony Mata at the City of Carlsbad regarding Item #257 and the handicap requirements for the private bathroom. Tony stated that truss calculations may be submitted during the construction phase by the truss manufacturer. With regard to the handicap accessible toilet facility in the private office Tony stated that if this office is intended for use exclusively by the owner of the building it is exempt from handicap requirements. / ML/khp 11/2 Sent Tony question,1on requirement for equivalent facilitation. 9868 Scranton Road There is shower in owner suite and no other in building. Carter Mark: Tony agrees. Looks like one needs to be on mezz.or main s~~certherebistan e1evator. Carter Suite 150 • San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 TOl Carter Darnell DATE: March 7, 1991 Smith Consulting Architects 9868 Scranton Road Suite 150 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 PROJECT: McCormick Family Trust 1958 Kellogg Avenue JOB NUMBER: 90013 COPY: CITY OF CARL$BAD -BUILDING DEPARTMENT 2075' Las P~lmas Carlsbad, California 92009-4859 Enclosed· -2 details (stamped and signed by structural engineer) indicating revisions to the above . referenced project. Inspector Mer Camara b~s copies of these and has already approved revisions, but indicated that I should send c.opies to you. Detail 1 - with Detail 2 - Ground coved in When excavating for 2 .adjacent footings -hole was filled concrete including footings. Openings were. removed from panel -reinforcing remained unchanged. I I I I i I I ~--: -------- -" H ., , ..... , ..... , .. ,, 11 ' fl I •11t1' '1 ' ' l I I J' "Ill • I ' ,. ' .•,. ',· . . . ,,.1•, •,, I,·., . , .. ~.I; ' . ,.', .. :· 1_ ,'Pi . , .· I I I •J I I CONEEft ENCitNEliNNDm 1()4 90-a.1,; .. c::J ""'' i/t !/91 ·'"'· . . .... _ T~WTiNG~li~v~ -pE:~C::OR!WJ~.s... --.. ;;:,_:.=_c;;;._=..:_r.~r:::-==._..:l_'!.._~_iJf-,.::~_:_T-i..:_-= __ +_:.:,_~~Z:~__:t,~c. ..... ~1_=~~--=-.,.,..:;~=fi~illl~~~~L,0~~N 1 ~ ~N°iAAe1'0~. : · .. . .. ~ : . I ~--~ ... J __ •. ., . ,· • .. .' :-... ..... , . f:f .... ·1 ' .... • fli • ---~----...;~,=,ij,j-3··eo~c.:. F'oc-r,tJ4 , f1c_ =' '2'$oo f ~I -M-.J , --; i < x-x ·, -1 ' ' F'-1 .. ,.·. .. ·,--. i . J . ' I ~. l --' ··~-.~ .• '> .:-· .. ESGIL CORPO·RATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-}468 DATE: / o -'?1 -1V JURISDICTION: Clt'J op q o-,rz-s~ PLAN CHECI\ NO_: SET: PROJECT ADDRESS: . J Cf,S g /<..G-L l-oit:-, t; _ _ f"p/ § ~~---~----~~'------~- 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted here~ith will substantially comply ~ with the jurisdiction's building c;:odes when minor deficien- ·o D _cies identified f,3~L.OW are resolved and checked by buiiding <lepartm~nt staff. The plans trahsmitted herewith·:have significant deficiencies . identified on the .enci"osed check iist and should be corrected and resubmitted for a-complete recheck. The check list transmitted he:i;-ewith is for your information. The plans are being held at Esgil Corp. until_ corrected plans are submitted for recheck!· -O The applicant's copy of the check list.is enclosed for the jurisdiction to return to.the applicant·contact person. 0 The applicant's c;::opy of the chec"k_l_ist has been sent to: ~ Esgil sta_ff di.d not advi_se the appltc;ant con.tact person that · plan check has been completed. O Esgil staff did been completed. advise applicant that thj> ,.!lJa~eck has Person cc:mt<;i.cted-½J P,~:r::,- Date . _ ~ ~lephone # ____ ~,,=.,,,___ __ l8J REMARKS : --'-'--r'--'----=-"::;___'---,--'-""""--.:..-,,,,,::;___-'-'~-=--..::-'/-c-'-· _4-..;._L...;...c='::::=s'--. -tc----::;,~-A-_L_'- To I 1--t$r.S. · ~y:· fl15/E PCJl.1eN ESGIL CORPORATION ?,-o C-,,7 t N • October 15, 1990 Mr. Tony 1\·1ata CITY OF CARLSBAD Development Processing Services Division 2075 Las Plamas Carlsbad, California 92000 Re: i 950 Keilogg Avenue Carlsbad Airport Centre -Lot 37 Plancheck #90-i 288 Dear Tony, Smith Consulting Architects Architecture and Planning • •:: . Per our conversation of October 1 i, 1990 regarding the above referenced project I am sending a plan of the proposed to.ilet rooms. The lower floor has both mens and womens handicap accessible toilet rooms for employees. The mezzanine level also has mens and y1omE:r:s handicap accessible toilet rooms. These toilet roor-r.s meet the current CA<;, Title 24 requirements, In addition to these toilet rooms there is a private office on the mezzanine level with an adjacent private bathroom. Since this is a build-to-suit project the owner of the building will be the tenant and the private office an9 bath is intended for use exoiusively by this individual. Referring <to CAC Title 24 2-51 i .1 (a), as illustrated on the attached sheet which is .an excerpt from ESGIL plancheck list, I interpret this as allowing for a private bath facility. Any assistance in expediting a determination on this issue would be greatly appreciated as this is the last remaining plaRcheck item. form~tion or clarification please call. / Suite 150 San Diego. Cal:'.omia 92121 F2..: (619) •152-3907 DATE: /0 -5 -'10 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUiTE.208 SAN DIEGO, CA 92123 (619) S60-1468 CANT JURISDICTION: ____ c~'~'-1-.------'-o_'F;._ __ o~.14-_./Z._7 _L_~~/~5_,_14-_D,__ __ _ _j PLAN CHEC ER nFILE COPY r-:UPS PLAN CHECK NO: ,,,-SET: ....u-1-.-J rDESIGNER PROJECT APDRESS: 1,'15g -k.,~~l.OGG ~~ --~ PROJECT NAME: I-{ c_ CotEN1c!i_ .F~HI {._ ~ D D The plans transmitted herewith have been corrected where necess.a~y and substantially comply with the jurisdiction's building codes. · The plans transmitted herewith will substa,ntially comply with the jurisdiction's building ·cod·es wl).ep minor deficien- ciep identified . are resolved and checked by building department staff. 0-The plans transmitted herewith hc;1.ve significant deficiencies identified on the enclosed check list and should be corrected -and resupmitted for a corrtp1ete recheck. fv"i.The check list transmitted herewith is for your information. !Al The plan$ are being held at Esg'il Corp. until corrected 0 0 pl~ns are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. Th.e appli<:ant I s copy of the check list has been sent to: /L( l"r/c.. K_ t.. Y.} /;/C--;R N 94:tpf! ·. £C/2--;,CJ-t.JTDI-J fl.() ST(7 ISV 'Srr-tJ DJE6?0 Cif., 9212 / 1 J ' C8J Esgil staff did not advise the applicant contact person that plan check has been completed .. ·· · 0 Esgil .staff did advise applicant that the plan check has · beeh completed. Person contacted: ------------- Date contacted: ---------Telephone# -------- 0 REMARKS=--------'--------=------------- By: Mt: .. _ t:>t>l![iNT~ .Enclosures: 5fl;Et;;T~ ESGIL CORPORATION 9-?<:.J--'76 . Or_ 7#6 9-' z.tf 2:' f(/-, /r;;, Z-? r I • o e, &1 tJ rt c cffEv(c__ 0GA DAA ORN OoM . ~r_sr .... -.. -~ISDICTION: Ql4/etg-e,r,:;. P PLAN CHECK NO.: . 90 -lz.. .!? Date plans received by plan checker: __ q_/_z_c;.-......,_/_9_0_ Date plan.recheck completed: 10/ 1!>('70 By: MI?' Doc.1eA)T~ PROJECT ADDRESS: /95"? /Ct2LL06G 19-r!& -----------=-----'--'---.;;._--------------------- RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plazycheck 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 need clarificatie>n, modification or change. All items have to be satisfied befor~ the plans will be in conformance with the cited codes and regulations·. Per Sec. 3O3(c), of the Uniform ~uilding Code, the approval of the plans does not permit the violation of any state, · . county or city law. A.~- 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: 91?.;o . Ot1E$A-Pt:'4t:::.GF oe 51':~ ez.o,g- (0 -:;>l't'IJ .Pte-Go Crf, ·,7'2-tZ_2 . . . To facilitate rethecking, plea~e 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. · ~ The roi1owing .items have not been resolved V 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. 0 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. _____ Y.es ___ ___,No 5. · /O t Z-5~ r ' /-2 . 0 lf&c-/c.. . Lt s. T 11--e ~ J. Tl l-L C ( ~ .b >- Form No. RPCS~4129O A. 0 .. PLAHS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets .tha~ 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 -~e all corrections on the original tracings and submi.t ·two new· .sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. B. GE!iERAL /. /. 0· Provide-the site address and a vfoinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner i!lld the responsible design professionals on the Title Sheet. All sheets of the plans and the first sh~et of the calculations are required to-be signed by the California licensed ·architept or engineer. responsible for the plan preparation. ·Plea~e ·include the California license number, seal, date bf license expiration and the date the plans are signed. Business and Professions Code. S~ow on the Title Sheet all buildings, . structures, walls, etc. included un,der this application. Any portion of the project.shown on the site plan that is not included with the bui:1.ding permit application filed should be -clearly· identified as 11not included11 on the site plan or Title Sheet. Provide a Buil~ing Code Data Legend .on the Title Sheet. Include the following code information for each b~ilding p~oposed: Occupancy Group Descriptio~ of Use -Type of Construction :Sprinklers: Yes or N.o Stories Height Floor Area OFF/ (,J!:f.~ v~w Justification ~o 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 Jl· /4. c. yf. Provide a note with the building data legend stating that ·yards used for area increases shall be permanently maintained. 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, UMC and UPC and 1987 NEC. Provide 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 UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, eas~ents, streets, existing and proposed buildings and structures: Provide a statement on the site plan stating: 11All property · 1ines, easements and buildings, both existing and proposed, are shown on this site plan11 • 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 any side yards used to justify increases in allowable area based on Section 506. Show Qn 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 '2,:I •. Show minimum under floor access 7" 24 inches.. Section 2516 (cl 2. o{ 18 inches by y{. Show minimum under floor ventilation equal to a, 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall ·be as close to corners as practicabie and shall provide cross·ventilation on at least two approximately opposite sides. Section 2516 (c) 6. T. MASONRY Show veneer support ·and ,connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section·2515 (a) regarding ties and #9 wire in horizontal joints. · ,,{a. Show height and construction details of all masonry walls. ·. Chapter 24. · ¥1· Show floor and . ro_of connections to masonry ·walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bertd:µ1g in wood ledgers is npt perniitt~d. Section 2310. /z. /4. Provide details for damp proofing -the foundation walls, below finish grade, where usable-space exists on the interior side of·the walls. Section 1707 (d). Show· .a minimum 211 air space and flashing between planter and building walls. Section 2516 (c) 7. U~ FRAMING ~-Provide :complete structural details on the· .plans witb cross referencing as needed to show the structural framing wHl col)lply with the design calculation$ and building code requirements. p5. Provide minimum structural specifications on .the plans to show that all struct'l,ll'al materials will comply with the·design ec,.lculations and building ·code requirements. ,2/14/90 ~ On the ~over sheet of the pl~s, specify any CJ items requiring special inspection, in a · format similar· to that shown below or sticky back. ·?/4· ~- ~- J/41. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of t;he -Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS . DESIGNER-SPECIFIED REQ. IF CHECKED ./ ./ REMARKS 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 leas'!;. every 25 feet of length with 1 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 14 242' •. Bearing partitions, perpendicular .to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) !>. ~-Show·rafter ties. Rafter t~es shall be spaced not more than 4 feet· on center and be just above the ceiling joists, where rafters and- ceiling joists are not parallel. Section 2517 (h) 4. 2;£. Show rafter purlin braces to be not less than 45 degrees to t;he horizontal. Section 25H(h)5. r:::){'Show 1/211 minimum clearance between top plate ·)Z:J ~f interior, .part':i,tions and bottom chord of trusses.. (To ensure· loading will be as designed). z,.L. Show or note fire stops at the following I locations per Section 2516 (f): 7f9· fo. a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling. cllld floor· levels and at 10 foot intervals along the length of the wall. b. at a:U interconnections between concealed vertical . and horizontal spaces such as occur a~ soffits, drop ceilings and cove ceilings; c. in· concealed spaces ·between stair stringers. at . the top and · bottom of the run and betwe~n studs along and in line with the run of stairs if the walls under the stairs are unfinished; and · d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels; with noncombustible materials.· In buil;dings having floors and roofs of wood frame construc-tion, other than dwellirig or hotel occupancies, draft stop the area between the ceiling and. floor· above se> that .no concealed space exceeds 1,000 s.f. and no horizontal d~ion exceeds 6Q L.F. (if space has sprinkler~, then 3,000 s.f. and.:-100 L,F.). Section 2516(f). · . .-· In buildings having floors and ·roe>fs of w9od frame constructiop, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed. space exceeds · 3,000 s .. f • and no horizontal dimension ex~eeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). · Section 2516(f). Show double top _plate with minimum 4811 lap splice~ Section 2517 (g) 2. Show nail4tg will be in compliance with Table 25-Q. 2/14/90 Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10 1 ; non-bearing: 2 x 4 max. 141 , 2 x 6 max •. 20 1 • Table 25-R-3. 2/z. Studs supporting two floors, a roof and c~iling must be 3 X 4 or 2 X 6 at 1611 O,C, . Table 25-R-3. ~Note an A.I.T.C. Certificate of Compliance for ;KJ. glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. :.Is. Petail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 25:\,3. ;,(. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). ·_ Q Provide truss details and truss calculations ~ for this project. Specify on the plans the truss identification numbers. 27'. Provid~ roof framing plan and floor framing plan. Section 302 (d). 2)"-Provide framing sections through Section 302 (d). 2PJ. Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. 2;,(. Provide calculations for main vertical and hori~ontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-I must be reduced SO% for earthquake loading. This does not apply to· wind loading. 15 )L Width of clear area on the swing side of the ·door shall extend 2~11 past strike jamb for exterior doors and 1811 past strike jamb for inte~ior doors. 2-3304(i.l) L The space between_two consecutive doors (vestibule) shall provide a minimum of 4811 clear depth between the open door and a second closed-door.Doors in a series at a vestibule shall swing in the same direction,-or .away from the space between .1;heui. 2-3304(i 1l) · L For corridors over 200 feet long, see special ~equirements of Sec. 2-3305(b)i. Y. ·rt.ooRS r Floors of· a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ·or s pecial access lifts. d._ 2-522(e) )<:;) STAIRWAYS NO'tE: Only·applies where disabled access is provided or required to other levels. Treads s_hall have smooth, rounded e;,:posed edges and be slip resistant. 2- 3306(s} Nosing shall not project more than l-l/2 inches past face of the tiser 'below. 2-3306(s) ,{. Risers shall be sufficiently solid. _ 2-3306(s) i'he upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 211 in width. 2-3306(r) /. On exterior stairs,~ tread shall be · _marked as noted above. 2-3306(r) ~ Handrails are required on ~ side of F stairway. 2-3306 Handrails shall be located 3011 to 3411 abovenosing,extend 1211 beyond top riser and 1211 plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j. l). . . d Handrails shall be l-l/411 to 211 in ~ gripping cross section and l-1/211 clear of wall. 2-3306(j.1) -/. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. ~Standard No. 33-2. --~~ATORS ·_ . ~Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). X: At least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-:-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. /f. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 5411 , with a minimum clear door ,,,.idth of 3611 • Y,Elevators other than in (b) above serving less than 50 occupants shall · have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches a.~d a "nimum clear door width of 36 inches. d Braille markings a.~d Arabic rals are required on control buttons and door jambs. 2-5103(d.l) SANllARY FAcn.r.rIES . ' l}i.,,L /0' <-E:-"T.S:. fu\ TOILET FACILITIES ACCESS O ?/-I.I V f..,(U.St C.0,-.I I " a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511._l(a)) b. Doorways shall have 3211 minimum clear opening width. 2-511.l c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-511.l(a) %'.MULTIPLE ACCOMMODATION TOILET FACILITIES jt( Provide clear ·area 6011 diameter x 2711 high -or clear space 5611 x 6311 x 27'1 high. 2-511.l(a) • ;/. Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned clear space. 2-511.i(a) yo Provide a 2811 clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) p{ A 4811 long. clear space is front of water closet. space is requited when compar~ent has a side door. 2-511.l(~) require!! in A 6011 clear the to:i.let /. Water closet comparb!lent door to provide 3211 clear width fo-r end entry and 3411 clear. width for side entry. Door to be self-closing. 2-511.l(a) 0 SINGLE ACCOMMODATION TO.ILEI FACILIII;E:S a·. Water closet shall be located 2811 from a fixture or 3211 from a wall. 2-511.i(a) b. Minimum clear space in front of water c,ioset shall be 4811 • 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space-3611 wide x 48 11 long in front of water closet. 2-s1i.1(a) 0 GRAB BA;RS. AT WATER CLOSE'! · a. One at side 4211 long extending 2411 in front of water closet; one at rear 3611 long centered· on water ~loset; ·both . mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be .as high as 3611 • 2-511.l(a) b. Bars shall be 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance towali. 2-511.l(a) c. Bar fasteners and mounting support shall be able to withstahd 250 lbs •. /f.t. fa bending, shear and tension. 2-511.'l(a) @wAI"ER CLOSE'! _ · a. Height of water closet seat shall be 1711 to 19.11 above floor. 5-1502 b. Controls shall be operable with · one hand, and shall not require tight grasping, pinching or twisting of the wrist. -5-1502 c. ·Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502 d. The force required to activate controls shall be no greater·than 5-pounds force. 5.,.J:502 ,/. URINALS · ;,I. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 1711 maximum above floor. 5-1503(a) ~ The force required to activate the flush ·valve shall be 5 lbs. maximum and located 4411 maxi.mum above floor. 5--1503(b) /. Provide 3011 x 4811 forward. approach. 0 LAVATORIES clear floor space for 2-511.l{b) a. Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high.by 3011 wide by 1711 deep at bottom from front of lavatory (toe space),. The maximum counter surface hei.ght should be 3411 • 5-1504(a) c. Hot .water and drain pipes under lavatories shall be insulated. S-J:504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the ~Tist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall reµiain open for at least 10 seconds. 5-1504(c) B TOILEI ROOM ACCESSORIES a. Mirror bottom edge shall be located 4011 maxi.mum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) /.SANITARY FACILITIES IDENTIFICATION a. On · doorways leading to sanitary facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 di~eter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) ll ·, ., HEaWCC~.,,-P.tlJmn«;~ EMERGI PLAN <X>RRECl'IOK SBm .JURISDicriOH:. __ c_A_l'<_, ..... s'--''6 ....... A .... e> _______ _ e--z 7-'i~ DA:CE:, __ ---,=---------~ GLEN ADAMEK pµHCBECKER ---= D GARY AlQl. PLAN QIECK BOMBER: ...... _9._o ___ -_1_2_8_8 ____ .:£'_. ___ D----- C tJH 'I IOoe~ -r;.,(S' C!_,&"-S (J e~-1 J ~.-e:~c. AM I t::.1-1t.Ser ~-/ ,c; Hoc..J C)A 't. C.,,_ 8 :S-2. 'Z.. .Sa ;::-,, o!,:" {!.,e, ~ I!') I .. '1"~ 0 "-1 4' K) h~o-Ll,-t~# AI\J <' 7Hf.f /Pa-s,r Of~ JH&' /ff~ fir;~. t' LJ.-I~J~• I , (~ () "4.) c,. 91:J~ S<;> r'.,. o;::" ~ 0~ ,,, -r/,-.., .. ~r:rA:J 'ht:10.A-. A t£ ,4 > '-' c~~rt·C~i'. - .. ·, I . , . . . .. ' . ' . -- --'. DATE: g--2--1 -9 O ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: PLAN CHECK NO: cto-1z.2? SET: I. PROJECT ADDRESS: /'fS-g' k/4llt:JC.C~ . /1-1.,Jb: PROJECT NAME: &c _Co R-ft,,( IC I(_ Prrlvf I LtJ 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 comply with the jurisdiction's building codes when minor deficien-D cies identified . 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. l'vi The check.list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected D 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. C8J The applicant's copy of the check list has been sent to: .l-1Af<.k.. l,:Jlv'G/CIN : qg,(pg 5 c., !Zrft-.n'OtJ R..D $1G I !;;,o SJ&JtJ 01€60. CA-, ~ 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: flt5~ DoL I €N1~ ESGIL CORPORATION ]81GA DAA Dvw ~DM Enclosures: -----------2 -1 -C/O 92 I Z/ i o IZ&g' ?LAN CJIECK NO. __ J1-0;;__-_________ _ JURISDICIIOH: _ ___;;;C-_l~~-CJ-J---Cl-F _____ _ ro:_J.::.M~r.:l-~!2:.=...:l~<-;;_---=L~;q.-'-/J_G=·7_r~J~I\/"--____ _ 9 g ft, f .St! 1-e A/,) i' 0 11./ lc.D OCCUPAHCY: ___ ti_-_2-. _________ -,-- BUilJ>IHG USE: __ o_PF_I c._~_,_/_w_17" __ fe€_.;.tft?-'-US----=l? __ TYPE OF COHS'l:RUCIIOH:. __ --:1/-----_/\J _______ _ AC'l'OAL AR&\: __ 3-=g-+-9 ____ 0_0 __ .S ___ F _____ _ / AC.Im.ABLE AR&\: 4-g_, J t!JOO SP STORIES: ./ +-l-•1c-i2.?: I HEIGHT: 30 p-- S~: 4G~ OCCOPAHI LOAD: ,, '3 - JmV.RICS: 6q~(p /l00 ~CJ ?/l q G r..t-l.90 -(; Y::. --,,3 Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: Date initial plan check completed: !i J z'),/c; () By:___.Ri'--_l=P~ff'""" ___ .D_o....;;r_=-"-", e'--/'J--'-T--=e--:;;;._ __ Applicant contact person: Tel. ( (p IC/) (/,,52 -3 I J t' FO~: PLF.ASE 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 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 copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when vou submit the revised plans. M7.IE: PAGE HtJmERS ARE ICr Ill ~ AS PAGES BAVIBG NO I'l»IS IIDDIHG CORREC'I.IOHS WERE DELEnl>. List No. SO, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) JURISDICTI0N_~O=h~Z.~L_S~B;.;..__;_i-r~D __ _ PLAN CHECK NO. 9 0 .-I Z.& 2' DATE g -2-Z...-'70 BUILDING AREA, HEIGHT AND STQRIES DATA SHEET TYPE OF CONSTRUCTIO~l/ALLOWABLE AREA ANhT.YSlS , Building Designation Type Co~struction Shown V ._ N Num~er of Stories and HeiQht t+H 80(1' Basic Allowable Area g'Ob D Increases For Multi~Stories For Yards W Feet On ? Sides 'I-z.. For Si>rinklers X ..3 Total Allowable Area ~ ODO Actual Area Total ~;? qoo . Area Separation Walls Yes ~ Yes No · Yes No Yes No Yes No Over Area Y_es ®>I Yes No Yes No Yes No Yes No over Height Yes ~ Yes No Y.es No Yes No Yes No over ~tories Yes ~ Yes No Yes No Yes No Yes No IBuildina Use . CFFIC.E I W!IS.C I,. Occupant Load l?.5 Occupancy ~-~ 0S987 ·' A. 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, califomia 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 jurisdiction's btiild"ing department. B. GENERAL /. /. 0 0 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 califomia licensed architect or engineer respopsible for the plan preparation. Please include the califomia 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 "not included" on th~ 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 OPF/ WHS!:r V-N 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 Ji· /4. C. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet whether or not a grading permit is required for 1:his project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Provide 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 UBC Tables 9-A and 9-B. 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 the site plan stating: "All property lines, easements and buildings, ·both existing and proposed, are shown on this site plan". }I!. · 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. 4 yf. Clearly designate any side yards used to justify increases in allowable area based on Section 506. 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. c'iearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2 µ. D. ~- Show and dimension on the site plan. all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of ~inish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including.any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION OK PROPERn' When two or more buildings are· ·on the same property, the buildings shall ha,ve an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building •. If this exception is used, show how the building(s) will comply with Section 505. ·When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building snall be such that the exterior wall B.lld opening protection of the existing building meet the criteria of Table 5~A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than :20 feet to a property line or an assumed property line, shall be J-l+fZ-fire-rated construction. Section z,v~ . ------- Exterior walls shall have a 30 inch parapet when less than ' 0 feet to a property line or an assumed prc;>perty line~ The uppermost 1811 of such parapets shall be· noncombustible. (see exception, Section 1709.) The exterior w~ll shall have protected openings (3/4 hour) when closer than ID feet to a property line or an assumed property line. Section '2-V 03. 2/14/90 _A. lz. /4. µ. ;{1. ~- The exterior wal~ shall have no openings when closer than .:;) feet to a property.line or an assumed property line. Openings include windows, door.;, scuppers, vents, etc. Section ~ 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projection$ over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall shall be · maintained through Section 4304 (c). construction attic areas. When openings are required to be protected due to location on property, the sum of openings shall not· exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). 3 ?e~drails: e /,. a. Handrails are required on each side of stairways. Stairways less than 4411 wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). b. Private stairways (1 tenant) need only have a handrail on one side if 3011 or less in height. c. 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 shall have handrails terminating in a newel or safety post. Section 3306(j). 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 • · The handgrip portion of all handrails shall be 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). Openings in the exterior w~ll 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, measµred horizontally, of an exterior stair shall be protected by self-closing fire a~semblies 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 ~xception above. Section 3306 {l). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). K. / CORRIDORS 7'9. 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"'9(. When a corridor or exterior exit balcony is T" accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 {f). C';\ Corridors serving 30 or more occupants shall '-:J 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 walls 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 corridor in accordance with their listing. Section 3305 (g). Q\ Exit corridors shall not be interrupted by 'J intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). f:":':>.. 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 CJ 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 installed 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. Q Duct penetrations of fire-rated corridor walls . '..:::::J and ceilings shall have fire dampers per Section 4306 (j). 10 ',. 8/30 Marty: Abe meant to say on his correction "All downstairs toilets to be handicap" He also says he forgot to say that if he keeps the shower upsta~rs he must provide a handicap shower downstairs. Do you still need to see the plans? Carter Arch says there is elevator, so upstairs too must be. l (:;;\ One-hour corridors shall not be used as an ~ integral part of a duct system •. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). ~ Provide a complete architectural section of the °\!:::J corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 1cf. Ceilings of combustible materials cannot be t' suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). ~.Corridor walls may terminate at the ceiling 'c:;J only if the ceiling is an element of a one- hour fire~resistive floor or roof system. 1/i. Section 3305 (g). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show.how make~ up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. N. EXIT SIGNS r,';;\Exit signs are required since the occupant load ~ exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show two sources of power for-the lamps. at exit signs. Section 3314(d). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupant load exceeds 100) Section 3313 (b). '.!;he exit sign locations as shown are not ,adequate. O. ELEVA1'0RS 1,/. Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Section 1706. ii Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 2/14/90 yfs. Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). 1Jlf. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). a. At least one elevator in buildings 4 or more stories in height: 8011 by 5411, with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apart;ments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 5411 , with a minimum clear door width of 3611 • c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Q Provide notes, details or specifications to V show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 1/. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 11 Glass in excess of 9 sq. ft. with the lowest edge less the· 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface.· Sectiort 5406 (d) 7. Q. ROOF °' A Class J2.._ roof covering is required. Table V:::} 32-A. :µn". Specify roof pitch. ~ Roof pitch is not adequate for roof covering specified. Specify mininnllD pitch of ____ _ ---------· f:::\ Specify roof material and application. Chapter ~32. 'o/ Specify ICBO, UL or other recognized listing y~-approval number for roof materials not covered in UBC, e.g., tile, etc. /s. Specify mininnllD 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) a.I)d Section 2305 (f). r,:;\Show roof drains and overflows. Size drains \::7per.Appendix D of UPC. Section 3207 (a) . .s.Ee: 'f?rEww lJ1· Show the legal basis to allow roof drainage to flow onto the adjacent property. ~-B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. ~-Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 1~·. Plastic skylights shall not be installed within / that portion of a roof located within a distance to property line where openings in exterior walls ·are prohibited or required·to be protected. Section 5207 (a) 7. ~ Provide skylight · details to show compliance v::.:J with Chapter 34 and Section 5207 or provide . ICBO or other recognized approval listing. 19-{. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. 19z'.'.' Show attic ventilation. ·MininnllD vent area is 7-1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). · Fl-ow sc-upf'&/2-~ ·!f;,t-P1f-J0 B Tiu[?$ 2/14/90 Mlrt-J Bee /Nf.ifo(lPb IA./17'H-rfh, 11-13 ot) E r IJ-f; L.o t.v pt11 ;J 7 o F 171-,;, fr Ml NI Mu!--f 0PG1v1N~ He i c.,µ.. r l~Provide a mininnllD 2211 x 3011 attic access opening (or 3011 x 3011 if equipment is in attic). Section 3205 (c). R. i/4 ~- FIRE EXTINGUISHING Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section . 3802 (b). 1~. Fire sprinklers are required at the top of / rubbish and linen chutes and in their terminal rooms.· Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shali be accessible · .for.servicing. Section 3802 (b). ~- ~- Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in·B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). Provide fir~ sprinklers _________ _ Section 506, 507, 508 or 3802. See also jurisdiction ordinance. ~ Note on the plans: 11When serving more than CJ 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location.11 Section 3803. r/1-G · .Sf?]? op-7?f"b !eo1'{::, £),-::A-1 u_s I N(...t,;;7 Fl_;~"<.f Lt!J I: La..4-ie:.2/;::; 2. 1' ~0J11c.€1,rr !?'voJ:. HND lh-9 (..);;JG o F ~ I Ncl"re.S , y(. 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. FOONDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design reco1ID11endations based on the engineer1s findings and shall comply with UBC Section 2905. Specify on the foundation pl_an or structural specifications sheet the soil classification, the. soils expansion index and the design bearing capacity of the foundation. Section 2905(c). ~ Provide a letter from the soils engineer '(J confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the reco1ID11endations in the soil report are properly incorporated into the plans. (IAmn 1e1taiied: 13 ll1e s11iJ .• epoil ), ~ The foundation plan . does not comply w_ith the V following soil report reco1ID11endation{s) for this project s~ ffl6tz3. lo m-rz:_J.,A.- 17 Or "{~ Sl)ll.S !ZciP"oer . ~ Provide notes on the foundation plan listing i..::::J the soils report reco1ID11endations for foundation slab and building pad preparation. ~ The soils engineer reco1ID11ended that he/she V review the foundation excavations. Note on the foundation plan that 11Prior· to the contractor requesting· a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: ,z'o. 1. The building pad was prepared in accordance with the soils report, 2. The utility trencnes have been -properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report11• Provide sp~ead footings for concentrated loads designed for l,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. µi. Show height of all foundation walls. 23. Chapter Show height of retained earth on all foundation walls. Chapter 23. 2/14/90 '¢, 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). C>i Note on plans that surface water will drain ~ away from building and show drainage pattern and key elevations. Section 2905 (f). ~ Dimension foundations per Table 29-A. Floors Thickness of Supported,'' Stemwall Width Depth Footing l 611 1211 1211 611 . 2 811 1511 1811 711 3 1011 1811 2411 8" :~Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. /4. For buildings adjacent to slopes steeper than 3:1, note.on the plans: "On graded sites, the top of any 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. pa. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. µ6. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls ~t be clearly shown on the foundation plan, Section 2907 (e). Specify size, ICBC number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f), fli. Show size, embedment and location of hold down anchors on foundation plan. Section 2303{b) 4. _,m. ~- Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Jf{4, Show stepped fo9tings for slopes steeper than 1:10. Section 2907 (c). u'§. 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 depth into Table 29-A. 13 T. lo. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum 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. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details masonry walls. Chapter 24. of all ¥1· Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design lo~d, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 231Q. ¢. Provide details for damp proofing the -foundation walls, below finish grade, where usabie space exists on the interior side of the walls. Section 1707 (d). /4. Show a minimum 211 air space and between planter and building walls. 2516 (c) 7. flashing Section U. FRAMING ~- P,5· Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 2 14/90 ~ On the cover sh~et of the pl~s, specify any '(:.J items requiring special inspection, in a format similar to that shown below or sticky back. ?j?. 2ft. 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 SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED REQ. IF REMARKS CHECKED ./ ./ 7 Where special inspection is required for m,asonry, 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 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. ~-Note cross bridging or blocking. Floor joists -and rafte;-s 1211 or more in depth shall be supported laterally by bridging at intervals ~ot exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. ~-$how 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 14 242'. ·Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. ~-Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 2,;/4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. ~ Show 1/211 minimum clearance between top plate ';:::} of interior, .-partitions and bottom chord of trusses. (To ensure loading will be as designed). · 21,f. Show or note fire stops at the following T locations per Section 2516 (f): Zf9. fa. a. in concealed 'spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces ·such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in open~gs around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). +n buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area betw~en the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontai dimension exceeds _60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Show double top plate with minimum 4811 lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25.-,Q. 2/14/90 ¥-Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10 1 ; non-bearing: 2 x 4 max. 14', 2 x 6 max. 20 1 • Table 25-R-3. 2/z. Studs supporting two floors, ceiling must be 3 X 4 or 2 X 6 Table 25-R-3. a roof and at 1611 o.c. ~ Note an A.I.T.C. Certificate of Compliance for \J glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. £s. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 'r· Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and . Section 4714 (d). C\ Provide truss details and truss calculations ~ for this project. Specify on the plans the truss identification numbers. 2J'. Provide roof framing plan and floor framing plan. Section 302 (d). 2j'-Provide framing sections through Section 302 (d). 2/J. Specify all header sizes for opening over 41 wide. Section 2517 (g) s. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-I must be reduced SO% for earthquake loading. This does not apply to wind loading. 15 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-l. ~-When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ~- ¥6· v. y(. 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. Show plywood sheat;hing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue.11 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 beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b}. MISCEC.I.AKEOOS 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). 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 70~ 3/28/90 .~ Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floo.r,; and roofs used for other than service to the building have 4211 mini.mum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. ;.. /4. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. 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 mini.mum 20-foot-wide right-of-way, unobstructed and maintained only 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. 2,t. Pedestrian walkway shall comply with Section 509. ~ ~/ Lateral bracing for suspended ceiling must be y~· provided. (UEC 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. UEC Standard 47-18. W. TllLE 24 HANDICAPPED ACCESS ~ Provide note and details \J compliance with the · Access Check List. requirements may be more UBC. on the plans to show enclosed Handicapped Handicapped access restrictive than the 16 X. ENERGY CORSERVAnOH 285. Provide mechanical plans, plan details, calculations and completed forms to· show compliance with state regulations for energy conservation. 286. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 287. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Constructi1;m Compliance Statement Requirements". Y. ADDITIONAL ~ Please see additional corrections, or remarks, \Jon the following page. Co\ To speed up the recheck process, note on this \:::;J list (or a copy) where each correction item has been addressed, i.e •. , plan sheet, no"te or· detail number, calculation page, etc. ~ Please indicate here if any changes have been '-:.J made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them a.Ild where they are located in the plaµs. NO'IE: Have changes been made to the plans not resulting from this correction list? Please check. ___ Yes ______ No The following provisions are c9ntained in Title 24, Part 2, California 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 applica'l:lle provisions may not necessarily be included. Please direct any questions regarding interpretations of these 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 an9 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 with 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. EXCEP'ITOH: Buildings 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 omission 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 hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 17 The jurisdiction luis contracted with Esgil · Corporation located at 9320 Chesapeake Drive, :z.cu; OoNPLetG /hUD ,Z{;C.HE:f:!k,_ 11/e Suite 208, San Diego, ~lifornia. 92123; telephone number of 619/560-1468, to perform O~ll.ou...,:; 14-AJD C'---!Zt><;..S. 7?.CiP:6 t=.BM::,~"-:C:) the plan check for your project. If you have any questions, regarding these plan check items, C)p THq ve-t14tl.~ • pl~se contact ___________ _ 11-t:> G VO l, I f2 J-J'7 G' at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. .2-qq-, s.~ k.) /He g:§7?!fol~eD /T5 C,1-l-Le-D Ot,,vT C)J,J .$/2, T/H=->IN P5 D ,A.) ,:;, /J !/ ft J111J1/v1tA/t-1 LtA-/l-1f.3ti'fc, oF ,::;,. rz. ~p.:. Pt:,:,f~t?.t<:.-f3oL-7 GHBePHE'/JT. .$Ge tJg,A-1L · 1/s-10 or=--rw J 1~4/VS , fflUD . 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ELECI:RICAL PI.AH ~ON smxr ~ 'JURISDICTION: CAKLS ~At::> PI.AH cm:cx ~= 90 -I .2..e8 SET .I list (or a etc. Be =, 8 , 24 , Cf o PAGE 1/-L . D VOi.LIE WAGGOHER PLAN. QIECKER,.,___,,,...: D (Ml{ DILLON ~ DARRELL l«>RRISON -------------------------- 0 /- I· I· I· I· plans and specifications. Submit plan showing _ _location of all services. ..--:, J".l.. ~.::::....rT Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. NEC. 2.~ -80; 6 I C.c..) Indic~te ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault cur+ents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. If fuses are not Used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. ;I. Submit plan showing location of all switchboards. !1· Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing locati9n of all transformers. Indicate the grounding system to be installed. for transformers. NEC 250- 26(c). ''NEAR.E~T E:,l-e.C.T~DE" (1,e, "e>u:x;. E>TEEL.) ~FE.R, C.01...l) WAT!=R ?\PE I) @Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). :Pt--.11.-"B' MAlM IS, O\./E"j2!51c::..1:-D M~X: IIOA i=>e:e. <.\DA }-J EC 456-3(b)Z ~1 24C,-~ 83Ax 1,2.,;= lcA4 \ '4• S~bmit plan showing location of all panels. f ·. Submit panel schedules. r· I· yt. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders. 'J/· Specify electrode conductor size and type wire. (alumµ1um or copper) Submit electrical load calculations. Indicate existing main service size. f· Indicate existing main service load. ,i-Indicate new additional loads. 0 Indicate wiring method, i.e. EMT, metal flex. @show exit dgns on the electrical lighting plan(s). A~ peF See. 3313 e:ittl. 3!:!J:4: of the 1988 •rnr, preYide twe se~ees e£ po,oier te e,cit sigBS and enit. illWBinadon. S.-,<.1 T At'"\ G;J?_\C> L\N\G.-· A. '2. -~TA1i2!-. i5 J'6· Provide receptacle(s) within 25 1 of the HVAC A/C units. UMC Section 509. Ji· Provide multiple switch lighting controls _per CAC, Title 24, 2-5319. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdi°ction 014l2l.s.t3 r-9 D --------,,--------------- Plan Check No. 9 D . -! ?.-[t'!1 ------------ References to section numbers with prefix "2" are to Title 24, california Code of Regulations, Part 2 {california Building Code). Prefix 11311 is for Part 3 {california Electrical Code). Prefix 11511 is for Part 5 (california Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine 11urireasonable hardship11 as described in Section 2-422. SITE DEVELOPMENT /. HANDICAPPED PARKING SPACES P:tovide__,.. _____ handi'capped spaces. 2-7l02(b) Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7l02{c). Maximum slope of parking surface in any direction shall not exceed 1/411 per foot. 2-7102(e). e/. Parking space(.s) shall be identified f with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 3611x3611 and painted at the back of the parking stall). 2~1102(f) (, Entrance to parking area (or at each stall) shall have a si$Jl stating that tmauthorized vehicle{s) parking in handicapped space(s} may be subject to tow,-away. 2.-7l02(f) W: Enµ-ance ·to and vertical clearance T within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7l02(g) ;t. CUrb ramps shall be located wherever pedestrian path crosses curb. {2- 7103{a)) CUrb ramp shall be 4811 min. width (2- 7103{b)) with maximupl slope of l in 12. 2-7103{d) (. A l~vel . 4811 min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7'103(d) y If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7;1.03{d) / y. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent /. Border markings shall be 12 11 wide of 1/ 411xl/ 411 gro9ves, 3/ 411 apart., located at top and sides. 2-7103(h) WALKS p.'-Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access sllall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) /6. Walks sloping greater than 5% (l in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325{c) C/. Walk width shall be 4811 minimum, and ( shall have slip-resistant surfaces. 2-3325(a) ,t., The maximum cross slope shall not exceed l/411 per foot. 2-3325(a)3 Gratings are not allowed whenever possible. ·2-3325(b) At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325(e) g/. A 4811x4411 deep level area is required when the gate swings away from the walk. 2-3325(e) a(. A 2411 c·lear space is required at strike side of gate or door. 2-3325(e) J('; PEDESTRIAN RAMPS ~ A path of travel with a slope greater than l in 20 shall be considered a ramp. 2-3307(a) ~ The maximum slope sha,11 be l in 12. 2-3307{c.l) c/ The width shall be · 4811 minimum. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 wh~ the occupant load is 50 or less. 2- 3307(b.l) /. /. The surface of ramps shall be slip- resistant. 2-3307(g) ,ti. ·A 6011 intermediate landing is required .at maximum elevation change of 30'1 and 7211 landing at: each change of direction (over 30 degrees). 2-3307(d.l) ;(. Landings are required at top and bottom of ramps. 2-3307(d.l) ~ Bottom landing shall be minimum of 7211 · in the direction of travel. Fig. 2-33-llA . ·'1. Top landing shall>be 6011 x 6011 minimum." 2-3307(d.l) ~ r· When · door swings onto top landing, minimum depth of landing required is door width plus 4211 • 2-3307(d.l.) /· Top landing shall have 6011 min. :width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.l) ;i. Ramp ·handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) · Y, Ramp handrails shall be continuous, • located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307{e.l) o/-Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from ·wall. 2-3307(e.l) .,(. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise b9unded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) . SPECIAL ACCESS LIFTS Lifts may be provided between levels, in lieu of elevator, when the vertical distiµlce between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107(a) (.. There shall be a level and clear floor area or landing (6011x6011) at each level for access to the lift. 2-5107(a) HAZARDS Provide 8011 headroom from walkway surface to · any overhanging obstruction. 2-3326(b) V Headroom of maintained for etc. 2-522(f) so11 minimum shall be walks, corridors, aisles, I!!. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(f) rf. ·Free standing objects mounted on posts between 27 11 and 8011 above the floor may project a maximum of 1211 • 2-522(f) $Vo Abrupt changes in level exceeding 411 adjacent to walks, except between walks a,nd adjacent streets or drives, shall be identified by 611 high warning curbs above walk surface. 2-3326(a) EN'IRANCES AHD CIRCULA:r.IOH 0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS /!· All primary entrances to buildings shall be accessible to the handicapped. 2.,.3301(f) All required passage doors shall have 3211 clear opening at 90 degrees (3611 door~. 2-3304(f) pl. At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. 2-3304(f) ~eshold shall be no higher than 1/211 ~bove the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/411 • 3304{i.l) Exterior level landing may slope up to 1/411 per. foot in any direction for surface drainage. 2-413 y. Door hardware shall be of the lever or push type, mounted 3011 to 4411 above the floor and ~e operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) f. The lower 1011 of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) . r"2\ Building entrance( s) shall be identified V by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) r .. At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of turnstile. 2-3304(i.4) y.' There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) 0 Y, Width of clear area on the swing side of the door shall el<tend 2411 past strike jamb for exterior doors and 1811 past strike jamb for interior doors. 2-3304(i.l) L The space between two consecutive doors (vestibule) shall provide a minimum of 4811 clear depth between the open door and a second closed door.Doors-in a series at a vestibule shall swing in the same direction,-or _away from the space between them. 2-3304(i11) £. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS r Floors of a given story ·shall be a co1IDDon level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is /. © provided or required to other levels. Treads shall have smooth, rounded exposed edges and be slip resistant. 2~ 3306(s) Nosing shall not project more than l-1/2 inches past face of the riser below. 2-3306(s) Risers shall be sufficiently ~olid. 2-3306(s) · The upper approach and lower tread of eac~ flight of stairs shall be marked with a contrasting colored strip 211 in width. 2-3306(r) /. 0 © On exterior stairs,~ tread shall be marked as noted above. 2-3306(r) Handrails are required on ~ side of stairway. 2.,.3306 Handrails sball be located 3011 to 3411 above nosing,extend 1211 beyond top riser and 1211 plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j .1). Handrails shall be l-1/411 to 211 in gripping cross section and l-1/211 clear of wall, 2-3306(j.1) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus 9f the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C, Standard No. 33-2. 0ELEVATORS · ~Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). L At least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. /£. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 54", with a minimum clear door width of 3611 , /.Elevators other than in (b) above serving less than SO occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. @ Raised Braille markings and Arabic numerals are required_ on control buttons.-/J ~ ~d door jambs. 2-5103(d.1) ~~~r- SAHD:ARY FACILITIES ~ IJ-~ JO I l.l;:-'7..S:. ~ TOILET FACILITIES ACCESS · u ?I c-, Q M~, c.o,...,t .... 1 l> a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2.,.511._l(a)) b. Doorways shall have 3211 minimum clear opening width. 2-511.l c. There shall be a level area with 6011 clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-511.l(a) ~--MULTIPLE ACCOMMODATION TOILET FACILITIES ;,I. Provide clear area 6011 diameter x 2711 high -or clear space 5611 x 6311 x 2711 high. 2-511,l(a) ,Y-Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned cl~ space. 2-511.l(a) y. Provide a 2811 clear space between water closet and fixture or 3211 clear space between water closet and wall. 2-511.l(a) f'! A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 60" clear the toilet ,I; Water closet compartment door to provide 32" clear width for end entry and 3411 cleax: width for side entry. Door to be self-closing. 2-511.l(a) 0 SINGLE ACCOMMODATION TOILE'I FACILITIES a. Water closet shall be located 2811 from a fixture or 3211 from a wall. 2-511.i(a) b. Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) c. In an exist~g building, a single accommodation toilet facility may have .a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) 0 GRAB BARS AT WATER CLOSE! a. One at side 4211 long extending 2411 in front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is ~sed, grab bar may be as high as 3611 • 2-511. l(a) b. Bars shall be 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) c. Bar fasteners-and mounting support shall be able to withstahd 250 lbs./ft. in bending, shear and tension. 2-511.l(a) ®WATER CLOSE! a. Height of water closet seat shall be 1711 to 1911 above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502 d. The force required to activate controls shall be no greater.than 5 pounds force. 5-1502 ,/. URINALS ;I. Where urinals are provided, the rim of at least one shall project 1411 from the wall · and be located 17 11 maximum above floor. 5-l503(a) ,l(.° The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. s-i503(b) /. Provide 3011 x 4811 forward approach. 0 LAVATORIE~ clear floor space for 2-511.l{b) a. Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 1711 deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 3411 • 5-1504(a) c. Hot water and drain pipes under lavatories shall be insulated. ·S-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) ® TOILE'I ROOM ACCESSORIES a. Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) /.sANITAAY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) I-BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 4211 .wide, 4811 deep, with a ~611 wide entrance. 2-511.l(a) c. Show ~,n the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-5lla-9, 5-1505 and-5-1506, i.e., folding seat, flexible shower hose, etc. -~-. · 21. DRINKING FOUNTAIN I ~ Drinking fountains shall be within alcoves. The alcove shall be not less than 3211 wide by 18;1 deep. 2-511 .1( c) /. When. the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an -alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: { 1.) The surface of the path of travel at the water fount;.ain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there sha~l be a. minimum of 32 inches clear between the wing walls. ~ Note on the plans that drinking fountain shall conform to·requirements of Sec. 2-5llc and 5-1507. · 0 PUBLIC TELEPHONE 0 Provide space 3011 x 4811 for forward or parallel approach to· telephone. 2-511.l(d) @ Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l{d). ® ELECTRICAL REQUIREMENT~ . @ 15, 20 and_ 30 amp receptacle outlets shall ·be installed not less than 1211 above floor. 3-210-SO{e) Centel.' of switches shall:. be located not less than 3611 nor more than 4811 above the floor. 3-380-8{c) ~ PLUMBING REQUIREMENTS - /. Where kitchenette_s are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROOP A OCOJPANCY ~ YAUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. ~-Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-61l(b) /6. This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so· as to provided a choice of admission prices. 2-6ll{b) £. Each wheelchair space shall be 6011 x 3011 and level. 2-6ll{b) ft~ When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll{b) /. This structure requires ______ _ seats for semi-ambulant persons. Clear leg space shall be at least 2411 • 2-61l{b) /f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-6ll{b) /.~TADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS /. This structure requires / wheelchair seating spa_c_e_s ___ I_n_th_ea_t_e_r_s and auditoriums, the seating shall be ·provided in a variety of locations so as to provided a choice of admission prices. 2-611-{c) /. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll{c) /. Ticket booths must be accessible from both sides. 2-61l(c) ;( Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) /e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-61l{c) 'l • TITLE. 24 MANPATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods.of nonuse or alternate uses of the building spaces or zones served.·by the system: 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain soace temoerature set points in the zone that th~y contr;l; 3. :Se able to _provid·e sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system h~s both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all coolin~ at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation o.f independent heating and cooling systems need._not comply with Section 2-5315(a) 4, 2-5315 (a)S, and 2-531S(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subs~ction (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at.least one zone. Ventilation Systems Sec. 2 _.5 316 • On mechanical ~entilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampe·rs interlo~ked and c.losed on fan shut- down shall be provided. 9n gravity ventilating systems, either a.u·tomatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings., sha 11 be_provided. Doors and Windows Section 2-5317. {a) Doors and windows between conditioned and uncon- ditioned spaces, such ~s garages and closets for central fbrced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the b'ui.lding envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. · (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required reaaily access~ble manually operated switching devices shall also be permitted. (~) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illunination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one lurninaire, orthat control each lamp in a space independently meet the requirements of this section. ~ (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by-·Builder The build~r shill provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The'instructiohs shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing f~ucets or having devices that 1 imi t· the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. 1 .. · Jurisdiction C-Pr/2l !:. !3Pt-D ----=--=_.;;;;_-- . Prepared by, A--Br;-VALUATION AND P.LAN .CHECK FEE o Bldg, Dept • 0 Esgil PLAN CHECK NO, 90 -l2--2z' BUILDING ADDRESS I? SR k:..e· L /.,,,,0 6 <.;., APPLICANT/CONTACT NJCJ-R-k-L-t2/J6n-t.J BUILDING OCCUPANCY ~-2. TYPE OF CONSTRUCTION V---N BUILDING PORTION BUILDING AREA w ,rre f-ht-A-3 er {_vh-r -11.f_ >_ '?;/ j0<.f I . 0Fr1c.es. (p CJ?~ - I Air Ccnditionina: .. Commercial . (q_ C/-?& Residential Res. or Comm. Fire S"Orinklers 3~ CJOD Total Value fh) r;;- . PHONE NO .Cf !Cf) <./--5'2 -3 / e g' DESIGNER PHONE ------ CONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER .2.-5, tJ"7) 711 IO D 53,07) 3l, 7 GOf ... ... @ 3,. 30 ~ 2-2. fl g9 @ : @ I, t; O · &? 2 (, ti,-D I I Z-SZ, i-3 7 B1:1ildin'g Permit fee.$ $ 4-, tJ 1/-5', .£'D · -------------------------+, ---------- Plan Check fee s $ ~ b zC,,S[! ----:'--------------~-------"'---'------ COMM EN rs._•-------------------------- SHEET __ OF_~_ 0 , ..,12_/87 1 . :}, a= t, lLJ :z ~s ~ :t &l en (fJ (lj tJ @ It tY 1 2 3 S N R f D D C C C H H H E E E C C C ;.; K K ULJ D D [Z(oo FRMOOlO.DH BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 2.t ALIG 9() PLANCHECK NO. C,(')-l?R'n !958 kFLL()GG A,JF ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION _X_ITEM SELECTED PROJECT ID: ___________ _ LEGAL REQUIREMENTS Site Pl an 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lin~s, easements, existina and proposed structures, streets, existfng street improvements, right-of- way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations o.f finish grade adjacent to building, existing topographical lines, existi.ng and proposed slopes, driveway with percent(%) grade and drainage patterns. 3. Provid~gal descri~and Assessors Parcel Number. Discretionary Approval Compliance ___ 4. No Discretionary approvals. were required. __ 5. Project complies with _all Engineering Conditions of Appro~al for Project No·---~----- 6. Project does not comply with the following Engineeri~ Condition,s. of Approval for Project No. PIP qo-2 ~~S, :r 1/ 45. 4,{~fvvA\\.IF D f!1'{ ~Pv'l DAVI~ ·1 l, -m1'-..I 91 ) V 7 v -----v" '-..., . Conditions compiied with by: S .. S.. Date: lk,(11:)/\..\ C\ I Field Review · N.IPi 7. Field review completed. No issues raised. __ 8. Field Review completed. The following issues or discrepancies with the site pl an were found: - __ A. __ B. __ c. -----D. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. 08/29/89 q '\. ' f ~ 1. FRMOOlO.DH E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. ___ F. Other: _____________________ _ Dedi~ation Requirements / 9. No dedication required. ___ 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8\" x 11" plat map and submit with a title report and the required processing fee. ·All easement documents must be approved arid signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: -------.,.-------------------- Dedication completed, Date: ____ _ By: _____ _ Improvement Requirements / 11. No public improvements required~ SPECIAL NOTE: Damaged or defective improvements found adjacent to buildina site must b~ repaired to the satfsfaction of the City inspector prior to occupancy. ___ '12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate p 1 ancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: ___________________ _ Improvement p 1 ans signed, Date: ____ _ By: ____ _ 08/29/89 FRMOOlO.OH ___ 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuanGe of a Building Permit. Future Improvement .Agreement completed, Date _______ _ By: ______ _ Grading Requirements ___ 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). __ 14. No grading required as determined by the information provided on th~ site plan. __ 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: . The Grading_ Permit must be issued and grading substantially complete arid fourid acceptable to the City Inspector p.rior to issuance of Building Permits. Grading Inspector sign off. Date: _____ By: ___ _ Miscellaneous Permits __ 16. J 17. __ 18 • . / 19. _ __,..20. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the foll owing: _______________________ _ Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee requfred is noted below in the fees section. Industrial Waste Permit is not required. 08/29/8~ J ' ,. X 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Appli-cantion Form and submit for City approval prior to issuance of Building Permits •. Permits must be issued prior to occupancy. Industrial Waste Permit accepted -Date: ____ By: ______ _ Fees Required X 23. _)(_ 24. _½_2s. ~26. X-27. ~28. Park-in-Lieu Fee Quadrant: __ . Fee per Unit: _____ Total Fee: __ _ Traffic Impact Fee 3-:S I ft.OT Fee Per Unit:_.._10 ...... ___ Total Fee:3,EIOf\ , Bridge and Thoroughfare Fee Fee per Unit: 22.., Total Fee'f'7.2.82. Public Facilities Fee required. G.40/4 ?..- Facilities Management Fee Zone: 5 Pr FeJ 15 lfif.?0.,,, , Sewer Fees Permit No.SE.91(){){; 2-EDU's lOI!! 2..:f Fee :f-\ 2., ~CO .. I . Sewer Lateral required: ____________ _ Fee: ______ _ ':::L REMARKS: 00 NOT R\:St.l8M ( r Uf\JT! L P. r P., A PPr:20\/ E f) ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: 8,<a' )-)EDE Ll-Date: t ~ ~"1 q l TR", FF/ C. :I.tvlPACT i=E E.S Oi=FlCE 2.0ADT (o ~30 FT-:t : 139 A-.01 ')(. I IC'CoN~ \NAR6-bJSE.. b Aor ¾ ~1;9~4F-T1.. ~ 1~ 2. ttO r f(}J:,Fri. • E.bUs · ·OF~lC..E .l@.\J Y--<c 93h r=r-z.. = 3.85 tGooFri. 1 'NAf:!Et-Jo v SE l'Eif>l) ¼ ~l/1h4Ff"·= ~-33 SOiJO!=Tt. FRMOOlO.OH 08/29/89 ~· ... l ii t ~ '-----~ \},.I J ~· ~ ) C'() -) GI GI GI ... ... ... ., ., ., Q Q Q __ -:?Jj:?)j~ ~ ~ ~ ; ~ ~ .>I. .>I. .>I. 0 0 0 GI GI GI .c .c .c u u u C C: C ., ., ., ---0. 0. 0. - DD~ I • , • I PLANNING CHECKLIST Pl an Check No. ,?O-/2-,{3 9 APN: 2 /'?::,,_-Of 2. -OJ. Planner }/4,j ly"1fu · (Name) Address / <! s-0 /C.~ttO&& A-Qf!". Phone 438-1161 Jype of Project and Use 1µPu~'ffl1.ht:: ?>c..o <,. ("1DHo/lHA'-• Zone P Vvt. Facil it i_es Management Zone __ r _____ _ Legend 111 Item Complete @ · Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates pl ancheck number that deficiency was identified Environmental Review Required: S /?GI (p Iv) ~O~l..-YES ~ NO __ TYPE ____ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____ _____, ___________ _ Discretionary Action Required: YES L NO --TYPE Sf)/€?,( APPROVAL/RESO. NO. DATE: gBB' p IP fo--o"L PROJECT NO. _____ _ OTHER RELATED CASES: "(j) 1f 9tJ-'2. Compliance with conditions of approval? If not, state conditions which require action.· · · , · ' Conditions of Approval ~lt1ts A-G" DbG '2J-f'o /;,.,, t/tt-~li. /7&M,fl/N --"'" -.... · '. ' .. b tth /2/:P-,,il,,tcno,,l _ ' ~ _ r / Coastal: YES __ NO 4. DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ____________________ _ oo~· DD cg/' DD r::(' DD[:('. Landscape Pl an Required: YES X NO ___ _ See attached submittal requirements for landscape plans Site Pl an: 1. . . Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 i nes, ea-sements, existing and proposed structures, (streets, existing st,reet improvements, right-of-way width and dimensioned setbacks. . 2~ · Show on Site Plan: Fini~h floor elevations, elevations of finish grade adjacent to buildi.ng, existing topographical lines, existing and proposed slopes and driveway. 3. 4. Zoning: 1. Provide legal description of property. Provide assessor's parcel number. Setbacks: ooi!(' '-" O· ;;-V Front: Required Shown \'~'l() Int. Side: Required Shown ?' DD Street Side: Required Shown Rear: Required Shown 2. Lot coverage: Required Shown 3. Height: Required Shown 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additiona.l conments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES __ _ NO __ Additional OK TO ISSUE _V,_/l_j __ Uf __ rv_rb_ _____ DATE -+-/-_2,.__i2.=----9 ........ / __ PLNCK.FRM -• .,~ .• ~ ,,. '>-:,:· . '.: ' "'I • ~ -' ~--., ~-..... : 2560 ORION WAY Citp .of <learl.sbab PAGE 1 OFL, ' . CARLSBAD, CA 92008 FIRE DEPARTMENT TELEPHONE (619) 931-2121 DISAPPROVED PLAN CHECK REPORT PROJECT· -r1x>ltiox.J1ff.S I/...J& .. ARCHITEc6rne' t/r. {t4>:tr114&--hf~ flAd, owNERCo4,j-Re. Oe,,.t,), 0 ADDRESS ;q.:s:z K'a,f/oq_("'.,__ f2.1>e. ADDRESS f/8lo8 ¢r4<M< fe-i& ~/5bjj io ~~ef~(I tJ5;;;_ -3/ 8 2 ADDRESS 19.).s l'.D.w.#e"aoo Ol4~e.tgONE 9-3 I -0.;;)..41/ OC_9UPANCY J3 ~ ,1_. CONST. . J/ t..) . TOTAL SQ. FT . .8R'1 9.Qf) STORIES. ~tf7l_,..,....(_, __ _ ·ld'sPRINi<LERED D TENANT IMP. -,----,---------~--~------------- APPROVAL OF PLANS IS PREDICATED ON CONFORMING ' T(:) THJ: FOLLOWINp CONDIT.IONS AND/OR MAKING , ' , T_HE !=OLLOWING CORRECTIONS: \ . ' ·., ""· \ ~~ · PLANS, S.PECIFICATIONS, A.ND PERMITS ' : Provide on~ copy.of: floor plan(s); site plan; sheets -----,---------------~- _____a_./· Provide 'two site plans showing the location of all existing fire hydrants within 200 feet of the project. -.JL-,3 'Provide sp~6ificati~ns for thefollow_irig,: {!,( qtL . {)R.ll;uJt:1t.¼..'5 r-/')L e1R,G 1-/(IC(trt[ll<JJ T'mR/t'L>tlt'll?E/4.;T L 4:-Pe.rrrlit.s are required for the install~tion of all fire protection systems <~stand pipes, dry chemical, halon, ·-.-· 1. --.-5. -Ve. CO2, alarms, hydrants): Plan must be approved by ·the fire departmen~nstallation. . . The busines~ owner. shall complete a builqing information letter and return it to the fire department. 'FIRE PROTECTION ·svsTEMS' AND EQUIPMENT ' The following fire protection systems are required: j . jtAutomatJc fire sprinkle'rs (Design Criteria: -........ Fs .... ~~'.3=o=cJ~B---------~-~----'--o Ory Chemical, Halon, CO2 (Location: --~.--------------------- 0 Stand Pipes(Type: --~---------------~--~-~--~--- 0 Fire Alar'!l (Type/Location: . 1Fir~xtinguisher Requirements: . · · · · . ~ne 2A rated ABC extinguisher for.each (f~ sq. ·ft. or portion thereof with a travel distance to the nearest :· -·extinguisher ·not to-exceed-75-ieet-ot-trave . . --·-.. ------·· · · · · o An extinguisher: with a minimum rating of : . . . to be located: -. . _ ~ D. Other:, ___ · -..,...-,---· ----,-,,.....,...------~---------------- -. ·-8. ·". Additional fire hydr~n..t(~) shall be provide~-A.-:5 .ffAf,.. (If/) tL .r'l/cl}t,u ,vG: 'S ~ .--1L10.· __ 11., EXITS , Exit doors shall be· openable from the inside without the use of a key or any spe.ciai' knowledge or effort. A sign stafing, " This door ·to remain unlocked during business hours" shall -be placed above the main exit~ai:lfi• .... ~ ' . EXIT'$igns (6" x ¾" letters) ~hall be piaced over all r~quired exiits and directional .signs ·located as neces$ary to ·clearly indicate t_he locatjon of exit doors. · GENERAL -~-Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and ·. .hazardou.s chemicals shall comply with Uniform. Fire Code. · ~, · Building(s) not ~pproved for high piled combustible stock. St,orage in .closely packed piles shall not exceed 15 feet in.height, 12 feet on pallets or in racks and 6 feet for-tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire C_ode, Article 81. · · ·~ ___ 14. Additional ReqtJirements. _. -.,----~-------------------------0 'P!fo1J lO & (l_.o i)j /7r //LJ ff ffe;ll.t SI IW5 ,ger ",q_r Q t'5 (l t~t. . ../ . ' _ IJ1&ii,+(£./,t) l!Lf::;-.74Je_. A<1£? ess AT' A:L'- ' . -. , J . Ttmf.,;s ' / . , ., . I ---15. Comply with regulations on attach~d ·sheet(s). Plan Examiner. a·., 84, _p e,/ ..... .;.: : . . . Date l l~o /9 0 I I ReP?rt mailed to architect --'---Met with -----~----'---___ Atta~h to Plans WSJ: IILIMml INDilstlIJ.'S, INC, ltJIICtual lllti PNilcts Ji,isi1n JO i: 8 T CALCULATJ:ONS JCIO REPORT NO. PFC-4544 IOCA RESEARCH REPORT 88-~ LA CITY' REPORT 110. RR24358 -~LTROBJ:CS CU:LSBAi>, CA JOB 110.: 900694 The ~ttached calculations ( +sheets) show the span and loading conditions and joist selection for the above referenced project. The engineers stamp is to confirm that WSI JOISTS are designed in.accordance with current Willamette Industries specifications. The design loads were provided by others AND their adequacy has not been verified. If the loads, spans, or spacings are incorrect or incomplete, notify Willamette Industries, Inc. immediately. Neither engineer nor Willamette Industries, Inc. can be responsible for the design or manufacture of these joists if altered or used in any other manner not shown specifically on these calculations, nor are --'-'~-.-i..!..l_l ______ t_t_e_J:_n_4...,.u_s_t_r_i-.-.-,----J: .... n·o--.--:.....,.-...:..· .... ·---·""""'~·....:..·=---.:a..."K-"'"--·A_T_B_R_..;.J:_A_L __ s __ """"'_L_l:_S_T ___ <-· Structural Wood Products Dfvfafon P.O. lox 588 -2550 Progress Vay Woocl,um, Oregon 97071 (503) 981-1529 aJSTOMER: N.lt. TIMER CONSTRUCTION 1625 ARGENT PROJECT: TOOl.TRONICS 1958 KELLOGG AVENUE CARLSBAD, CA 92008 SANTEE, CA 92071 WSl•JOlSTS NARK F1 FZ fl F3A f38 Hardware l~luded NARK Accessories & Fab MRIC 5423-24 1319-24 S4Z4·24 XBBBUID CIUANTITY 20 46 12 43 43 .GLIAIITITY 298 40 2 265 QUANTITY 600 -22 150 DES C It IP TI 0.11 24 • IISl-424 (2100) X 261•10 3/8 24 • 11$1•423 (2100) X 261·10 5/8 24 • WSl-423 (1650) X 221·5 1/8 24 • IISl ·423 (1~50) X 191 -6 1/4 24 • 11$1•423 (1650) X 1$1•10 3/4 IIT324 lllT424 11111324 -DESCIIPTIOII Tl36 T.-for, (Steel Cron) lrfdgi~ (Pea) DESCIIPTIOII 1•x 2 1,Z-(ain) UEI STIFFENER for 24 • VSl-423 (11-I 3/4• Lone,) 24 • llq ,_t for 2x3 .lats a 19.Z-o.c. <1'· 4 5/8 Long> ZX3(afn) 11EB STIFFENER for 24 • WSl-424 (11-a 3/4• Long) Date: Jaruiry 8, 1991 Page: 1 Job lllllber: 900694 SalHlllll'I: LP lldg Code: ICBO Wl • W2 s: P~OJECT: TOOLTRONICS DESIGNER: VBP 130 PLF 178 PLF 111(21' > 1111.Umtl IIIIIISWIS, INC, Stl'ICtval IINl lNtllcts litisi11 DATE: 1/8/91 MK Fl ( JOB NO.: 900694 SHEET: J DL=ll PSF LL=SO PSF PL=20 PSF TRIB= 19.2 IN DL=ll PSF CORRIDOR=lOO PSF TRIB= 19.2 IN 112(5.75' > I i 1)L + UXXJ • C:.O~c..EN.ieJ.. f~b l : Lo~b ' . -----------------· ----~~~ ~ 14-tiO ii= ~.-· "-' "-.. '" »... 11,A.of-~ tono "'· ..,~ =:::::::] 1'851 1ffl9'1 ••• USB 24 INCH WSI-424(21001') •** ( 1001 LOAD -DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 71 REPETITIVE INCREASE USED FOR At,LOWABLE MOMENT) ALLOWABLE SHEAR s 2830f EI X 10•6 s: 3048 :ALLOW~BLE MOMENT= 17070'f K X 10•6 = 12.48 SPAN ONE TOTAL DEFL.-= 0.60 INCHES= L/ 531 LI\JE. LC>A"f:> 1> E. FL. ,._ O. 4o IM -:. Lj81I The design loads were provided by others and their adequacy hu not been verified. If the loads, spans, or speclngs are incorrect or fnc011plete notify Wfll-tte Industries, Inc. taediately. Will-tte lnci.lstries, Inc. camot be responsible for the design or ....,facture of these· Joists if altered or used in _.,,, other aenner not shown specifically on these calculations, ·nor are they responsible for_.,,, other por~fon of the -.,porting structure. .. W1 = W2 = PROJECT: TOOLTRONICS DESIGNER: VBP ~PLF +19 PLF /8f- lllu.mrtl llllffllIES, INC, Sblctvll W bNucts litisin DATE: 1/8/91 MK F2 ( JOB NO.: 900694 SHEET:?. LL=SO PSF PL=20 PSF TRIB= 19.2 IN CORRIDOR=100 PSF TRIB= 19.2 IN 112(5, 75' > 111(21' > i 1:>L + ~ 11: C-otJ.lE.f...l'a.A-® _l.___________________ LO~b f Jl.15' ~ ...... ~ 14<.0 ~ 17'11 C ... 'C. ,0110 ~ • u.~ fV\WJ* . _____ -u.,,_·•--~rz_~ __ $~ 4, i)f( ov~ ~.. ~ O,e-~o /}i .. ••• USB 24 INCH W$I-423~) ••• , :( 1001 LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 71 REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR • 2830# EI X 10·6 • 2273 · ;ALLOWABLE MOMENT= 12070'f K X 10·6-= 12.48 .SPAN ONE TOTAL DEFL. = O. 78 INCHES == L/ 412 i.-t\/E.. LCM) \)E.f=l.. ~ O,S-1 I~. -: '-/ui'L9 The design loeds were provided by others and their ~ has not been verified. If the loads, apena, or spacings are incorrect -=- or fncoaplete notify Willaette l,.._trfea, Inc. faecliately. Vfll-tte Irdatriea, Inc. cannot be responsible for the design or alnlfacture of these Joists ff altered or UHd fn _,, other aanher not shown specifically on these calculations, nor are they responsible for_,, other portion of the Sl4lf)Ol'tfng structure. ... PROJECT: TOOLTRONICS DESIGNER: VBP NILLAKmE JNDIISTlIES, INC, StNCtll'il llllli PNiw:ts livision DATE: 1/8/91 JOB NO.: 900694 SHEET:~ JOIST MARKS F3A & FJB ARE Wl = ~PLF MK Fl SIMILAR. IS DL=~ PSF LL=SO PSF PL=20 PSF TRIB= 19.2 IN /~~ N1(22,Z5') }-------------------ii VL • -z.cm-11· (..Ni::.o,rn·.n: ••.25• 1 ""'; :. 66 .•..• -- 14461 11144•1 0t1--,s -:.- *** USE 24 INCH WSI-4a3(~ *** '.J~'l..,·. ~ t 4-DB * JJ .. w-."-~ ~-B-Z.04-f+-.\~. -= M>. { 100% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 7% REPETIT:rvE J:NCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 2830# EI X 10A6 = 1894 ALLOWABLE MOMENT= 8180 1 # K X 10·6 = 12.48 zc:;» SPAN ONE TOTAL DEFL. = 0.44 INCHES.= L/ 604 (....IVE LOJ. ~ t ~-~ L, ·-: :~. ·{.::· ;' ~ i. ·-l ·?·,--? The design loads were provided by others mid their adequacy has not been verified. If the loads, spans, or spacings are incorrect or inc~lete notify Willamette Industries, Inc. iamediately. Willamette Industries, Inc. cannot be responsible for the design-or aararl'acture of these joists f.f altered or used fn any other •mer not shown specifically on these calculations, nor are they· responsible for any other portion of the supporting structure. .. Wl = W2 = PROJECT: TOOLTRONICS DESIGNER: VBP {J~ ~ PLF y-s PLF lllu.aNllll IIIDIISTIIIS, INC, StNtual IINi-PNilcts litisia DATE: 1/8/91 ( JOB NO.: 900694 SHEET: 4 MK FJA. ================= /7 Dt-=~ PSF LL=50 PSF PL=20 PSF TRIB= 19.2 IN DL-}l PSF CORRIDOR=lOO PSF TRIB= 19.2 IN icia.5'> I '2:,/ f-lll(t') )II[. ______________ ..... ] 'J)L + ·urol C.Of.!U'..1rm.re.b f .,_,. r t_oib ~ J4131 ·r-:-:-----~ ::::::::-:-:.,, " . . "~-=-1~1~+ ,Aw4 -;t.10q~ ~·I~ 1'351 1534'1 /8~ ---------~ ~ ••• USB 24 IHCH WSI-423(1650P) ••• ( 100% X,OAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 71 REPE't'ITIVE INCREASE USED FOR ALLOWABLE MOMENT) . .ALLOWABLE SHEAR • 2830# EI X 10A6 z 1894 ALLOWABLE MOMENT= 8180'f K X 10-6 = 12.48 SPAN ONE TOTAL DEFL. == t.-fo/E, LOIJ::> "De.FL. -=- 0.33 INCHES= L/ 714 c. -u, ttJ -:. '-/efl7 The design loads were provided by others and their edequac:y has not been verified. If the loads, Sf*W, or spacings are incorrect or inccll)lete notify llill-tte Jnciatries, Inc. iaediately. llillaette lnciatries, Inc. cw,not be responsible for the design or --,facture of these joists ff altered or wed in _,, other aanner not shown specifically on these calculations, nor are they responsible for any other portion of the supporting structure. -~ ;,:·~~ 1.~~ .,;: ( . STRUCTURAL CALCULATIONS ,Joh # 90-095 McCormick· Family Trust Bldg. 83 Pages t f ,. ,. :i,,,.· .. CONEl!A ENGINEERING Structural and Civil Engineers 1709 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 (·714) 278-3292 - ~F ff2.-41"11 1-..1 ~ ME.22.AN:INE-_ff2.AMtN ~ ·c:a~uM~ tfoo_Tl~v~ ) !.,ATE~ L- WAL-t.-0 CONEER ENGINEERINGm .,. ________ ---c::J OA.tt __ ~ • -· __ •• _5Hl. _ • _ • • 12 I T1412-u ~ ~ 7 l'vl I TH iz.u IV\ a:, C I rH12.u C..'9 L, 1 T14 p. tJ t.... 16 W1 'fH~v ~~~ ,.. -•-· ,,.,, "c" ~ .,. --t.• ·••• ... rt""! ,t..1:,.-~,...,. "-l t.,.~t~l ,..\•~,....'JyM"~'-l"c'\l....,Pr('-i•._·c...,.(t,,,e , .. ....._ ..... ""'---......._...._...,,. • .,....,.1,,,.-...,..c,...., • ._-.., ...... , ~ ....... ,, .. ,,.~.-.-.., .. < ~-.. .,, •·• --0 • • •, • ,. . .,.,.., ,.: • ··•• • •'• ,.. ~ • " • • · • • ---··-.... -... 7 ....... ,,,.,.... .,,..,_.,_ ....... -· --· • -·~-----,... ----~--,J--.... -.... ...-...._ .... __ ··-··-----....-• .. ----... ----------___ ,.. ___ .. ,,..,...... -. . . ···--........... _, ... ----. --.. 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I +~ o C 4-) h ~t; -=-l \ ';7t;it) ES "2.. ~-C9PI- L-e0~6 f: J>-.T ~v~~rz.L1N , ... ~l411tf r::>~1..-r• l4t2;,o( iii.s\ · .. \ 1 ;;,# W ':t -Z..,t r 4 l f ) :I q 1 ' L, ( ~I ) ~ 2.. 1 '2-#-( I 7 /!J'1 #= ----.. -···-... ·---~-~. ···-· '··-'tA.~.Al_ ....... , .. -.r.i. -1-_I _u __ ... .. .. .-,.. . . . . . . . . . . . . . . ........................... ,..,":( .. ·t-~ ..... -.... --i""'t ..... ,-.... ,.--~--....... h ..... ,., .. ~-· -~T-~ .... r~-""1'..,-.-\;--. ... ~..l,-'-0 ........ _ _..,..,,._~ ... • • -• ·-• ~--~-··~-.... ;;:.,--··-· .. ,-... ................ ,}·t-~•--1• ·r-.. .. ,"1 .... ~•1 .. .,...,, .,. :..--\-,,•~' '"-'• ·4"'· ...... • I f:9' f r'°~ 1-11 I IJ 6' 0·@ @ 0 ·e,i;' a1 8' -I CD© 0 .. , ........ ,l ........ ·-•• • ~ • '···-......... --1-~--• ' - ® ® CDNEEA E~.INGm ""'· -~-o_ag ~-----_ D•lf .1.~_10._ .. 5HT .gl;_ DI.. "-JG:,fSf" LL.., \ZP!>P T e1 r; Z.~1 4 ·S 4-4' ,-4- @ D \...: ~Cg F5f LL,~ J7..PSr j)Zt,.,, 11 4-o I - -; CONEER rnGINEERING ,nr, .j;_!.Q Positive M~ment = left Neg. Moment = Right Neg, Moment = 11720 in-k => Alloli, Fil-': Center = 2725.3 psi 0 • => Allov. Fb': left O • 0 1 => Alloli, Fb': Right = 0 " Shear@ left REQUIRED DEPTHS = 15,881 i Shear@ Right = 15,.881 I SLENDERNESS GOVERNS?? Y=!, N=O ---}} 0 {{-- DUE TO BEND ING : (Approx. l DUE TO SHEAR: (Approx.) Center Span = 26.8 in @ Left Support 22.~ in left Ca.rtt = o·, o, in @ Right Support = 22,S in Right Cant 0.0 in MAX. REACTIONS Skip Load Live Load? Y=l,N=O ---> Left Support Right Support ------------------------- Dead load = 10,240 J 10,240 I Live load = 7,680 I 7,680 I ---------------- Total Load = 17,920 I 17,920 I 14Cl3~1 HCS--1 DEFLECTIONS Positive.= Dolinliard -----------Left Center Right Cantilever Span Cantilever ----------------------------- X-D.istance -0 ft 16 ft 0 ft (Default = Span/2) Dead Load Def!. = NA in 0.85 in NA in L/Defl = NA ~50 NA Live Loatl Def!. = NA in 0.64 in NA in L/Defl = NA ~00 NA ----------------------------- Total Load Defl. = NA in 1. 49 in NA in L/Defl = NA 257 NA CAMBER =· 1. 5 1 DL = NA in -1.25 in NA in BEARING : Fb -Bearing· . Bearing Length Required@ Left Support Bearing Length Required@ Right Support = 385 psi 7.50 in = 7.50 in HEEL CUT HEIGHTS l1inimu1 End Height@ Left End For Shear Stress = 22.50 in 0 ·-ttinimum End Height @ Right End For Shear Stress = 22.50 in - • - CONE~R ENGINEERING JOB DATE • SHEET :=Iz:2G.P G l U E D -l A M I N A T E D ] E A H D E S I 6 N DESCRIPTION: LINE C-D 5-6 } ALLOWABLE STRESSES Prelim. Be~m Width : 5.125 in -------:----------Lamination Thickness= 1.5 in Fb -Bending : 21400 psi Eff. Length Factor 1. 92 Fv -Shear = 165 psi Lu: Center Span = 0 ft Hastie Modulus = 1.8E+06 psi Lu : left Cant. : 8 ft LD.F. = 1.25 Lu : Right Cant. = 0 ft CENTE.R SPAN = 48 ft LEFT CANT. LENGTH 8 ft RIBHT CANT. LENGTH = Q ft } CENTER SPAN LOAD'!NG I 1 Uniform D.L. = 16 psf X ~Left = 0 ft· Uni form L. t. 12 psf X-Right Trib. Width : 40 ft # 2 Uni:fors D. L. 0 psf l-left = . Uniform Lt. --0 ps.f X-Right = Trib. Width 0 ft Co.ncentrated Loads ( X = Dist. fr.om Left Support ) H: DL O lt #2: DL = 0 I 13: DL =- LL = 0 I LL = 0 I LL = r~Qist = 0 ft I-Dist = 0 ft X-Dist = >LEFT CANTILEVER: ( X = Dist. left of left Support ) 48 ft 0 ft 0 ft 0 I o· t 0 ft Unif. DL = 16 psf #1: DL = 0 # 12: DL = 10240 I Unit. LL = .12 psf LL = 0 I LL = 7680 I Trio Width = 40 ft X dist = 0 ft X dist = 8 ft :-DESIGN SUMMARY --Suggested Size: 5.125 in X 39 in ------: l > SELECTED BEAM SIZE-->> 5.125 in x -39 in S : Actual = 1,299 inA3 S : M / (Fbt-Cf) = 1, 24.7 in"3 F-b : Actual = 21524 psi F-b: Allowable =. 2,630 psi I M Max. = 96.0· I A -Ac.tual = A -Required = Fv : Actual = Fv : Allowable= y of Max, = h 200 in"2 197 in"2 203 psi 206 psi 98.3 % ·, I r-----------------------------------------------------------------------: DESIGN MOMENTS & SHEARS (Live Loads Skip loaded Fot Max. M+) Cf = (12/d)A,111 = 0,877 MAXIMUM MOMENT = 31279 in-k MAX. SHEAR* 1.5 = 401543 t Ck = (3 E / 5 Fb)" •. 5= 21.21 Cs = (-le d ./ b"2)".5=-16.54 Basic S:xx Req 1d =-L,093 in"3 Area Required = 196.6 in"2 :ij - CONEER ENGINEERING DATE SHEET -------------·---------·_ ---------------·-----~--------------------------------- •• Positive Moment = 3i279 in-k => Allow. Fb': Center = 2632.0 psi Left Neg. Momedt = 21150 • => Allow. Fb1: Left = 2630.1 • Right Neg. Mo,ent = 0 • => Allow. Fb!: Right = 0 • Shear@ Left Shear@ Right = 20,551 # REGUI-RED DEPTHS SLENDERNESS SOVERNS ?? Y=l I N=O ---» 0 {{ ~- DUE TO.BENDING: (Approx.) DUE TO SHEAR : (Approx. l Center Span 38.2 in @ Left Support 38, 4 in Left Cant = 30.9 in @ Right Support = 29.2 in Right Cant = 0.0 in MAX, REACT.IONS Skip Load Live Load ? Y-=1,N=O ---> Left Support Right Support Dead Load live Load Total Load DEFLECTIONS X-Distanre = 32,853 l = 24,640 # Positive= Downward Left Cantilever = 8 ft (Default = Span/2) Dead Load Defl. = -6.33 in L./Defl = -295 live Load Defl. = -0.24 in l/Defl = -393 ---------- Total Load Def!. = -0.57 in l/Defl -= -168 CAMBER ='1.5 i DL = 0.25 in BEARING : 13,227 # 9,921) # 23", 147 I Center Span 24 ft 1.13 in 511 0. 85 in 681 --------- 1. 97 in 292 -1.75 in Right Cantilever 0 ft NA in NA NA in NA ---------- NA in NA NA in Fb -Bearing Bearing Length Required@ Left -Support Bearing Length Required@ Right Support = = = 385 psi 23.50 in 9.50 in HEEL CUT HEIGHTS Minimum End Height@ Left End For Shear Str~ss = NA in 0 -Minim11m End Height @ Right Eni! For Shear Stress = 28.50 in - CONEER ENSINEERING JOB DATE SHEET :_Q~-- -------------------------------------------·--------------------------------·--- - G L U E D -L A M 1 N A T E D B E A M D E S 1 G N ---· -----------------------------·-----------·----------- DESCRIPTION : LINE B 1-2' > ALlOWABLE STRESSES 1,400 psi Fb -Bending Fv -Shear -165 psi Elastic Modulus = 1,8E+06 psi L.D.F. = 1.25 CENTER SPAN 2B ft } CENTER SPAN LOADING I 1 Uniform D.l. = 16 psf Uniform L. L. = 12 psf Trib. WidHi = 44 ft t 2 Unifor~ D.L. 0 psf Unifornr L. L. = 0 psf Trib. Width = 0 ft Prelim. Beaa Width Lamination Thickness = Eff. Length Factor Lu: Center Span = Lu : left Cant. Lu : Right C2nt. 5.125 in 1.5 in 1. 92 0 ft 0 ft 5.5 ft LEFT CANT. LENGTH O ft RIGHT CANT. LENGTH = 5.5 ft X-left x~Right X-Left X-Right = = 0 ft 28 ft 0 ft !) ft Concentrated Loads ( X = Dist. from Left Support ) ~1: DL = 0 # t2: DL = 0 t 13: DL = !) it LL = 0 lt LL = · 0 t lL = 0 # X-Dist = 0 ft X-Dist = 0 ft X-Dist = I) ft >RIGHT CANTILEVER: ( X = Dist. Right Of Right Sdpport ) Unif. DL = 16 psf fl: DL =-0 t 12: DL = 10736 t Uni f. LL = 12 psf LL = 0 t U = 8052 t Trib Width = 44 ft X dist~ 0 ft X dist = 5.$ ft l-DESISN SUMMARY --Suggested Si~e: 5.125 in I 33 in ------: : } SELECTED BEAM SIZE --}} 5,125 in X 33 in -------------------------------- S: Actual = S: H / CFb1Cf) = F-b: Actual = P-b : AlJmiable = 7. o.f Max. 930 inA3 530 in ... 3 t,573 psi 2175"1 psi 57.0 z A A FY FY z -Actual 169 inA2 -Required· = 162 in"'2 . Actual . = 197 psi . Al1011able= 206 psi . of Max. = 95.5 • k : ------------------------------------------------------------------------: DESIGN MOMENTS & SHEARS (Live Loads Skip Loaded For Max, M+) Ck = (3 EI 5 Fbt .... 5= 21.21 Cf = (12/d)A,111 = 0,894 Cs= (Le ·d / bA2)"',5= 12,62 MXIMUM MOMENT = 1,464 in-k Basic S: xx Req' d 488 in·~3 MAX. SHEAR * 1. 5 = 331316 ll Area Required = 161.5 1n"2 CONEEP. ENGINEERING JOE DATE _______ _ • SHEET : _7d::_Lg_ ---------· -----------------------------------------. --------------.-------·----- - Left Neg. Moment = 0 • => Allow. fb': Left· = 0 • Right Neg, Moment = 11464 • => Allow. Fb': Right = 2758.9 • Shear@ Left = 11,385 t Shear~ Right = 221211. I REQUIRED DEPTHS SLENDERNESS SOVERNS?? Y=l, N=O --->> 0 <<-- DUE TO BENPINS : (Approx.) DUE TO SHEAR : tApprox.l Center Span Left Cant Right Cant = ,.,, C' L.1.1.J in @ Left Support = 16.2 in = 0.0 in @ Right Support = 31.5 in = 25.2 in MAL REACTIONS Skip Load Live Load? Y=l,N=O ---> left Support Right Support Dead Load Live Load = 71367 I = 5,525 lt 26,953 # 201215 • Total. Lo~d = 12,892 ll 4], 168 # DEFLECTIONS Positive= D011nward Left Center Cantilever Span X-Distance = 0 ft 14 ft (Def~ult = Span/2) De2d Load Def!. = NA in 0.14 in L/Defl NA 2383 Live load Defl. NA in 0.11 in l/Defl NA 3177 ------------------- Total L6ad Def!. -NA in 0.25 in L/Defl = NA 1362 CAMBER= 1.5 i DL = NA in -0.25 in BEARING: Fb -Bearing Bearing·Length Required@ Left Support Bearing Length Required l Right Support HEEL CUT HEIGHTS = = · Minimum End Height @ Laeft End For Shear Stress = Minimum End Height@ Right End For Shear Stress Right Cantilever 5.5 ft 0.04 in 1542 0.03 in 2056 ---------- 0.07 in 881 0.00 in S85 psi 5.25 in 19.25 in 13 •. 50 in NA in 0 CONEER ENGINEERING JOB -DATE . SHEET ::]?.:I[ ---------------------------------. -------------------~--------------------' ·---- - 6 L U E D -L A M I N A T E D B E A N D E S I 6 N ------"-------------------------------------------------- DESCRIPTION : LINE B 2-3 > ALLOWABLE STRESSES Prelim. Beam Width = ----------------·-Limination Ttiictness = Fb -Bending 2,400 psi Eff. Length Factor = Fv -Shear = 165 psi Lu . Center Span = . Elastic Modulus = 1.8E+06 psi Lu . Left Cant • . L. D. F. = • '>I:' 1. i.J Lu . . Right Cant. = CENTER SP.~N 3i).5 ft LEFT CANT. LENGTH = RIGHT CMH. LENGTH = } CENTER SPAN LOADIN6 # 1 Uni form D. l. = 16 psf X-Left = Unifon LL t2 psf X-Right Trib, Width = 44 ft t 2 Uniform D.L. = 0 psf X-Left Uniform l.l. = l) nt:+ 'V t .J f X-Right = Trib. Width = 0 ft Concentrated Loads ( X = Dist. from Left Support ) #1: DL = 0 # #2: DL = 0 I 13: DL = ll = 0 lt LL = 0 # LL = X-Dist = 0 ft X-Dist = 0 ft X-Dist = 5 •. 125 in 1.5 in 1.92 0 ft 0 ft (l ft 0 ft 0 ft OH 30.5 ft 0 ft 0 ft 0 I 0 # 0 ft :-DESISN SUMMARY --Suggested Size: 5.125 in X 28.5 in ------: > SELECTED BEAM SIZE-->> 5.125 in x 28.5 in S: Actual = 694 in"3 A -Actual = 146 in"2 S : M / (FbfCf) 631 in"3 A -Required = 120 in"2 F-b ~ A~tual = 2,47B psi Fv : Actual = 169 psi F-b : A.llowable = 2,725 psi FY : AllotJable= 206 9si % 9f Max. = 90.9 I • of i'lax. = 81. 9 % I J. ., :----------------------------------------------------------------------: DESIGN MOMENTS & SHEARS (Live loads Skip Loaded For Max. M+) Ck = (3 E / 5 Fb)-~.s= 21.21 Cf= \12/d)".111 = 0.908 Cs = Ile d f b"2l",5= 0.00 MAXIMUM MOMENT = 1,719 ir.-k Basic S: xx Req' d = 573 in-"3 MAX. SHEAR* 1.5 = 24,683·# Area Required = 119.7 in"2 - • CONEER ENBINEERINB .JOB Positive Moment = left Neg, ~oment = Right Neg. Moment= 11719 in-k => Allo1,1, Fb1 .. : Center = 2725.3 psi 0 ff =} Allo•J, Fb': ~eft O • 0 " => Allo1,1, Fb': Right = 0 ff Shear @ Left REQUIRED DEPTHS Shear@ Right = 16,455 # SLENDERNESS SOVERNS?? Y=1 1 N=O --->> 0 U--'' DUE TO BENDINS: (Approx.) DU~ TO SHEAR : (Approx.) Center Span = 26. 9-in @ Left Su.pport 23,4 in Left Cant Right Cant = 0.0 ir: 0.0 in ~ Right Support = 23.4 in MAX. REACTIONS Skip load live Load? Y=!~N=O ·--) Left Support Right. Support Dead Load live Load fotal load DEFLECTIONS = 10,735 # 81052 # = 181 788 # Hc;-1 Positive= Downward Left Cantilever X-Distanc2 = 0 ft (Default = Span/2} Dead Load Def.I. = NA in L/Defl NA Live"Load Defl. = NA in l/Defl NA ---------- Total Load Defl. = NA in L/Defl = NA CAMBER= 1.5 f Dl = NA in BEARINS : 101 736 # 8,052 # 18,788 J ~l C '? ·1 Center Right Span Cantilever 15.25 ft !) ft 0.78 in NA in 472 NA 0.58 in NA in 630 NA ------------------- i. 36 in NA in 270 NA -1.25 in NA in Fb -Bearing Bearing Length Required@ Left Support Bearing length Requir2d@ Right Support = = = 385 .psi 7.75 in 7.75 in HEEL CUT HEIGHTS Minimu~ End Height@ Left End For Shear Stress = 24.00 in 0 -Minimum End Height @ Right End For Shear Stress 24.00 in -- - CONEER ENGINEERING .JOB DATE _______ _ SHEET : __ g_L~ GLUED-.LAMINATED BEAM. DESIGN DESCRIPTION : LINE B 3-4 > ALLOWABLE STRESSES Prelim. Beam Width ------------------Lamination Thickness= Fb -Bending = 21400 psi Eff. length Factor = Fv -Shear = 165 psi Lu : Center Span = Elastic Modul11s = L8E+06 psi l!J : l!?ft Cant. l.D. F. = 1.25 L11: Right Cant. = CENTER SPAN 48 ft LEFT CANT. LENGTH RIGHT CANT. LENGT~ = > CENTER SPAN LOADING # 1 Uniform D.L. = 16 psf X-left = Uniform LL 12 psf X-Right = Trib. Wi.dth = 44 ft I 2 Uni form D. L 0 psf X -Left Uniform L. l. = 0 psf X-Right Trib. Width = 0 ft Concentrated Loads ( l = Dist. from Left Support ) 11: DL = 0 I 12: DL O I 13: DL = LL = 01 LL = 0# LL = X~Dist = 0 ft X-Dist = 0 ft X-Dist = >LEFT CANTHEVER : I X = Dist. Left of L?ft Support l 5. 1'25 in 1..5 in 1.-92 0 ft 8 ft 8 ft 8 ft 8 ft 0 ft 48 ft 0 ft 0 {t 0 I 0 # 0 ft Unit. DL = 16 psf 11: DL c) ff 12: DL = 10736 t Unif. LL = 12 psf LL = O ff LL = 8052 I Trib Width = 44 ft Y. dist = 0 ft X dist = 8 ft >RIGHT CANTILEVER:· ( X = Dist. Right of Right Support ) Unit. DL = 16 psf 11: DL = 0 I 12: DL = 8960-1 Unit. U = 12 psf LL = 0 I LL = 6720 # Trib Width = 44 ft X dist = 0 ft X dist = 8 ft >PRE-CALCULATED MOMENTS & SHEARS Max. Moment 0 in-k Max. Shear Force 0 I : -DESIGN SUMMARY --Suggested Size : 5.125 in X 37.5 in ------: ) SELECTED BEAM SIZE -->> 5.125 in x 37.5 in S ,: Actual = S: MI IFbfCf) = 1,201 in"3 1,151 in"3 F-b .: Actual = • 2.1533 psi F-b ; Allowable = 21643 psi Z of Max. 95.8 % A -Actual = A -Required = 192 in-''2 191 in"2 Fv : Actual = 205 psi 206 psi = 99.3 Z Fv : Allowable= I of Max. ,. I I I :----------------·---------------~------------------------------· -.----f - e: -- CONEER ENGINEERING JOB DATE : SHEET : _Q __ \__4' DESISN MOMENTS & SHEARS (Live Loads Skip ~oaded For MB.x. rt+ ) --------------· ------. Ck = E3 E / 5 Fb)".5= 21.21 Cf = !12/d)",lfl MAXIMUM MOMENT MAX. SHEAR * 1. 5 = 0.881 = 3,042 in-k = 39,374' # Cs = (led/ b"2)A.5= Basic S:xx Req'd = Area Req~ired = 16,22 11014 in"3 190. 9 in"2 Positive !'foment = 3,042 in-k => Allo•J. Fb'_: Center = 26-43. 5 psi -Left Neg. Moment = 21277 • => Allow. Fb': Left = 2643.2 • Right Neg. Homerit = 11978 • => Allow. Fb': Right 2643.2 • Shear@ ~eft = 26,249 I Shear @ Right REQUIRED-DEPTHS SLENDERNESS GOVERNS?? Y=1 1 N=O --->> 0 {{-- ·ouE TO BENDING: 'Approx.) DUE TD SHEAR: !Approx.) Center Span = 36.7 in Left ·Ctlnt = 31. 7 in @ left Support = 37.2 in @ Righ.t Support -.. 36.0 in Right Cant :c 29.6 in MAX. REACTIONS Skio Load Live Load? Y=t,N=O ---> Left Support Right Support Dead Load · Live load Total load DEFLECTIONS = 33,5~0 # = 25,170 # = 58,730 # Positive= Downward Left CantHever X-Distance = 8 ft (Default = Span/2) Dead Load Defl. = -0·.17 in L/Def 1 -555 Live Load Def 1. = -0.13 in UO~fl -740 ---------- Total load Def 1. -0.30 in L/Defl = ·-31.7 CAMBER= J-,5 * DL = 0.25 in BEARINB : 31,191 * 23,394 ff 54,586 # Center Span 24 ft 0.84 in 683 0.63 in 911 --------- 1.48 in 390 -1.25 in Right Cantilever 8 ft -0.22 in -428 -Q.17 in -570 ---------- -0.39 in -:244 0.25 in Fb -Bearing Bearing t~ngth Required@ Left Support Bearing length ReQuired@ Right Support = 385 psi. 24.00 in = 22,25 in fl.EEL CUT HEIBHTS Minimum End Height@ left End For Shear Stress = NA in Minimum End HBight@ Right End Eor Shear Stress = NA in 0 • CONEER ENSINEERINS JOB DATE SHEET . :]~~I;=; -------------------------------------------------------------------------·------ • 6 L U E D -L A M I N A T E D B E A M D E S I 6 N -----. ---------·-------------------------------2--------- DES~RIPTIOti : LINE B 4-5 > ALLOWABLE SJRESSES Prelim. Beam Width = Lamination Thickness= S.125 in 1.5 in > Fb -Bending Fv -Shear Elastic /fodu·l us L,D.F. CENTER SPAN 21400 psi = 165 psi = 1.8E+06 psi = = 4(i ft Eff, Length Factor = Lu: Center Span - Lu: left Cant. = Lu~ Right tant~ = LEFT CANT. LENSTH = RIGHT CANT. LENGTH WHER SPMJ LOADING # # 1 Uni for~, D, L, = Uni for,n t.L. = Trib. Width = 16 psf '? r~ psf 28 ~f I • X-Left X-Right = = 2 Uni form D. L 0 psf X-Left X-Right Uniform L.L = 0 psf Ttib. Width 0 ft Concentrated Loads ( X = Dist. from Left Support ) ~1: DL O ii #2: DL O l #3: DL = Lt. = 0 l! LL = 0 # LL = X-Di·;t = 0 ft X-Dist = 0 ft. X-Di;;t = !.'32 0 ft 0 ft 0 ft 0 H 0 ft 0 ft 40 ft 0 ft Oft I) # 0 * 0 ft :-DESIGN SUMMARY --Suggested Size: 5.125 in X 28.5 in ------: > SELECTED BEAi'! SIZE--}} s : Actua·l = 6~4 in"3 A -Actual = 146 in-~2 s : M / (Fb¼Gf) = 690 in"3 A -Required = !Q5 in"2 F~b : Actual = 21712 psi Fv . Actu~l = 148 psi . F-b : .A1 lo11able = 21725 psi F•, : Allo11able= 206 psi z of Max. = 99;5 % I of Max. = 71.i I :----.-----------------------------------------------------------------: DESISN MOMENTS~ SHEARS (Live Loads Skip Loaded for Mar. I+) Ck= (3 E f 5 Fbl".5= 21.21 u = ,121dJ·'.111 = o,qoa Cs= (led/ b"2)",5= 0.00 MAXIMUM MOMENT = 11882 in-k Basic S:xx Req'd 627 inA3 MAX. SHEAR * 1.5 = 21 1597 i Area Required = 104. 7 inA2 CONEER ENGINEERING JOB _______ _ DATE _______ _ -SttEET : _ _G?_t_(R ----------------------------------------------------------------.------------- - Positive Moment = left Neg. Moment = Right Neg. Moment= 11882 in-k =} Allow. Fb': Center= 0 • => Al[ow. Fb': left = 0 =} Allo~. Fb': Right = 2725.3 psi 0 ff ,, . ,, Shear@ left Shear@ Right = 14,3"38 , REQUIRED DEPTHS SLENDERNESS sovrnrn ?? Y=l ! N=O ___ ,, I.' DUE TO BENDING: ;Approx.) DUE TO SHEAR: (Appro~.) 0 ((-- Center 3pan 27. 9 in @' left Support 20.4 in Left Cant = 0. 0 ir: MAX. REACTIONS Ski~ Load ll,e Load? Y=1,N=O ---> Le.ft 3upp,:irt Right Support Dead Lc,ad live Load Total l,::iad DEFLECTIONS = 81%0 lt = 61720 ~ Positive= Downward Left Center CantilE·1er Span X-Distance = 0 ft 20 ft (Default = Span/2) Dead Load Defi. = UDefl = live load Def!. = l/Defl = NA in NA NA in NA 1.46 in 329 1.0.9 in 439 --------~---------- Total Load Defl. = NA in 2.55 l/DefJ = NA 188 GAl'!BER = 1.5 f DL = NA in -2.25 BEARING : Fb -Bearing Bearing length Required t teft S~pport Bearing Leqgth Required@ Right Support HEEL CUT HEIGHTS in in 8,950 # 6,720 l = = = Right Cantilever 0 ft UA in NA NA in NA ---------- NA in Ni\ NA in 385 psi 6.50 in 6.50 in Minimum End Height@ Left .End For Shear Stress = 21.00 in Minimu:u End Height @ Right End For She~r Stress 21. 00 in !) C0NEER ENGINEERING DATE -SHEET :,:g.:I:, ----------________ , ___________ ·------------------------------------------------- 6 L U E D -L A l'I I N A T E D B E A M D E S I G N DESCRIPTION : LINE C-D f-2 > ALLOWABLE STRESSES Pretim. Beam Width = ------------------lamination Thickness = Fb -Bending = 2,400 psi Eff. length Factor Fv -Shear = 165 psi Lu: Center Span = Elastic Modulus = 1.8E+06 psi Lu : left Cant. = l.D.F. = 1.25 Lu : Right Cant, = CENTER SPAN : 28 ft LEFT CAllT. LENGTH = RIGHT CANT. LENGTH = > CENT-ER SPAN LOADING # 1 Uniform D.L. = 16_ psf X -left = Uni form L. L. = 12 psf -X-Right Trib. Width = 4Q ft t 2 Uniform D.l. = 0 psf X-Left Uniform LL. = 0 psf X-Right - Trib. Width = 0 ft Concentrated Loads ( X = Dist. from left Support) ltl: DL = 0 I 12: DL O I t3: DL = LL = 0 I LL = 0 t LL = X-Dist = 0 ft X-Dist = 0 ft X-Dist = 5.125 in 1.5 in 1.92 0 ft 0 ft 5.5 ft 0 ft 5.5 ft 0 ft 28 ft ,o ft 0 ft 0 I I) t 0 ft >RIGHT CANTILEVER: l X = Dist. Right of Right Support) Uni-f. DL. = 16 ps f #1: DL = 0 I 12: DL = 9760 I Unif. LL = 12 psf LL = 0 # LL = 7320 I Trib Width = 40 ft X dist = 0 ft ~ di~t-= 5.5 ft :-DESIGN SUMMARY --Suggested Size : 5. 125 .in X 30 in ----~-: } SELECTED BEAN SIZE-->> 5,125 in X 30 in -------------------------------- · S : Actual S: M / (fb1Cf) = F-b : Actual = F-b : Ai:Io11able = % o'f Max. = 769 in"3 479 in"3 1,731 psi 2,778 psi 62.3 • I, A A Fv Fv % -Actual 154 in"2 -Required = 149 in".2 . Actua·l 200 psi . : Allo11a~le= 206. psi of Max. = 96.8 % ;--------------------------------------------------------------·-------: DESIGN MOMENT$ & SHEARS (Live loads Skip Loaded F0r Max. H+) Ck = (3 E / 5 Fb)".5= 21.21 Cs~ (led/ b"2l",5= 12.03 Cf = O2/d)".111 = 0,903 MAXIMUM MOMENT -= 11331 in-k MAX. SHEAR I 1;5 = 301681 I Basic S:xx Req1d = 444 in"3 Area Required 148.8 in-~2 - - CONEER ENGINEERING .JJB Left Neg. ~oment = O i => Allow. ib 1~ Left = 0 • Right Neg. Moment = t,331 • => Allow, Fb': Right = 27Tl.6 • Shear @ Left REQUIRED DEPTHS = 101460 I Shear @ Right = 20,454 I SlENDERNESS GOVERNS?? Y=1 1 N=O ---}) 0 {{-- DUE TO BENDING : (Apprcix.) DUE TO SHEAR : (Approx.) Canter Span 20.4 in @ Left Support = 14.8 in Left Cant = 0.0 in @ Right S~pport = 29. 0 in Right Cant = 23.9 in ~AX. REACT VitlS Skip Load Live Load? Y=trN=O ---) Left Support Right Support Dead Load Live Load Total load = 6,697 i = 5,023 # DEFLECTIONS Positive = Downward Left Cantilever ---------- X-Dis,tance = 0 ft (Default = Span/2) Dead Load Defl • :: NA in UDefl NA Live Load Def I. = NA in t/Defl = NA ---------- Total load Def!. NA in l/Defl :: NA CAMBER= 1.5 f Dl = NA in BEARING: 241503 I 181377 I 42,880 # Center Right Span Cantilever ------------------- 14 ft 5.5 ft 0.17 in 0.05 in 1969 1274 0.13 in 0.04 in 2626 1699 ------------------- 0.30 in 0.09 in 1125 728 -0.25 in 0.00 in Fb -Bearing Bearing Length Requil'ed@ left Support Bearing Length Required@ night Supi;ort :: = = 385 psi 5.00 in 17.50 in HEEL CUT HEIGHTS = 13.50 in NA in Minimgm End Height@ Left End For Shear Stress Minimu-ill End Height @ Right End For Shear Stress = 0 - CONEER ENSINEERING JOF DATE • SHEET ; ]~.:I1· ----------------------------------------· ---------------------------------- - G L U E D -L A M I N A T E D B E A H D E S I 6 N DESCRIPTION : LWE C-D 2-3 ) ALLOWABLE STRESSES Pr-eli111. Beam Width = ------------------Lamination Thickness= Fb -Bending 21400 psi Eff. length Factor Fv -Shear = 165 psi Lu: Center Span -= Elastic Mod11!11s = 1.8E+06 psi Lu· : Left Can,t. LD.F, = 1.25 Lu . Right Cant. = . CENTER SPAN 30.5 ft LEFT CANT. LENGTH = RIGHT CANT. LENGTH > CENTER SPAN LOADING l!'. ., i Uni for Iii D. L. 16 psf X-Left = Uni foi"m LL. = 12 psf X-Right = Trib. Width = 40 ft i 2 Uniform D.L. = 0 psf X-Left = Uniform L.l. = 0 psf X-R-ight = Trib. Width 0 ft Concentrated Loads ( X = Dist. from Left Support l 11: .DL = 0 t #2: DL = 0 # 13: DL = LL ·-0 i LL = 0 t LL = X-Dist = 0 ft X.-,Dist = 0 ft X-Dist = 5.125 in 1.5 in 1.92 O'ft 0 ft 0 ft I) ft 0 ft 0 ft 30.5 ft 0 ft 0 ft 0 I 0 i 0 ft l-DESISN SUMMARY --Suggested Size: 5.125 in X 27 irr ------l U SELECTED BEAM SIZE --}} 5.125 in X 27 in S : Act11al = 623 inA3 A -Actual = 138 in-~2 S: M / (FbiCf) = 570 inA3 A -Required 110 inA2 F-b : Actual = 2,510 psi Fv : Attual , -r64 psi F-b: Allowable= 2,742 psi Fv : Allowable= 206 psi z of Max. = 91.5 % % of Max. = 79.5 % ,, I :---· ------------------------------------------------------------------; DESIGN MOMENTS & SHEARS (Live Loads Skip loaded For Max. M+) Ck= (3 E / 5 Fb)A.5= 21.21 Cf = (12/d)A.111 = 0.914 MAX-I MUM MOMENT = t, 563 in-k MAX. SHEAR * L 5 = 221 703 l! Cs = (led I bA2)A,5= 0.00 Basic S:xx Req'd = 521 inA3 Are~ Required = 110.1 inA2 CONEER ENGINEERING .J~g DATE : SHEET :=[4-=~ ------------------------------------------------------------------------------- - -- ·Po~i tivE! Moment = 1,563 in-k => Allow. Fb': Center= 2741.7 psi LE!ft -Neg. Moment = Right Neg, Mo~ent = 0 • => Allow, Fb': left = 0 • 0 • => Allow. Fb': Right ~ 0 • Shear@ Left = 15,136 # Shear@ RigM = 15,136 # :REQUIRED DEPTHS SLENDERNESS SOVERNS?? Y=1, N=O --->> DUE TO BEND ING : Center Span .Left Can·t Right Cant (Approx.) = 25.5 in = 0, 0 in 0,0 in DUE TO SHEAR: (Approx.) @ left Support = @ Right Support = MAX, REtiCTIGNS Skip Load Live Load ? Y=1 1N=O ---> Lett Support Right Support D.ead load · lhe · Lciad Total Load DEFLECTIONS = 91 760 f. . = 7,320 # = 17,080 # \-\t8~v Positive= Downward 9, no # 7,320 # 17,080 # ~CCS .. tb Le.ft Center Right Cantilever Cantilever Span X-Distante = (Default = Spann ) Dead l,)ad Defl. = L/Defl = live load Def!. = l/Defl = 0 ft NA in NA NA in NA Total Load Def'I. NA in L/Defl = "NA CAMBER=· 1.5 f OL = ,NA in BEARING: 15 • .25 ft 0.83 in 442 0.62 in 589 --------- 1. 45 in 252 -1.25 in 0 ft NA in NA NA in NA ---------- NA in NA NA in 0 «-- 21.5 in 21.5 in 0 -------Fb -Bearing : 385 psi Bearing length Required@ left Support Bearing Length Required@ Right Support HEEL CUT. HEIGHTS Minimum Ehd Height@ Left End For Shear Stress Minimum End Height@ Right End For Shear Stress = = 7.00 in 7.00 in 21. 00 in 21.00 in CONEER ENSINEERIN6- ---------------·----· --------------------------------.-------------------------- - 6 LUE D -LAMINATED BE AM -DE s-I 6 N DESCRIPTION: LINE .C-D 3-4 > ALLOWABLE STRESSES Prelim. Beam Width = 5.125 in -----·.---------·-- Fb -Bending Fv -Shear Elastic Modulus LD.F. CENTER SPAN = 21400 psi = 165 psi = 1. 8E+06 psi j "l" .. 1J..J : 48 ft } CENTER SPAN LOADING # 1 Uniform D.L. 16 psf Unifor:l LL Trib. Width t 2 Uniform D.l. Uniform LL Trib. Width : : : 40 ft 0 psf -0 psf 0 f.t La1ination Thickness= Eff. length Factor Lu : Center Span · = Lu: Left Cant, = LH ~ Right Cant, = LEFT CANT_. LENGTH RHiHT CANT. LENGTH X-Left X-Right X-Left x~Right = = = = Concentrated Loads ( X = Dist. from left Support ) ti: DL = 0 # i2: DL = 0 t #3: DL = LL = 0 ~ LL = 0 JI Lt X-Dist = 0 ft X'-'Dist = 0 ft X-Dist = }LEFT CAtH!lEVER : ( X = .Dist. Left of Left SupJwrt ) Uni f. DL = 16 psf 11: DL = 0 t 12: DL = Unif. LL = 12 psf LL = 0 # LL = Trib Width = 40 ft X dht = 0 ft X dist = >RIGHT CANTILEVER : ( X = Dist. Right of Right Support ) 1.5 in L'32 0 ft 8 ft 8 ft 8 ft s ft 0 ft 48 ft ·o H 0 ft 0 # 0 I 0 ft 9750 # 7320 t 8 ft Unif. DL = 16 psf 11: DL = 0 t t2: DL = 10240 ·t Uni f. LL = 12 psf LL = 0 I LL = 7680 I Trib Width = 40 ft X dist = 0 ft X diit = 8 ft }PRE-CALCULATED MOMENTS & SHEARS Max. Moment : 0 in-k Max. Shear Force :-DESIGN SUMMARY --Suggested Size: 5.125 in X 34.5 in } SELECTED BEAM SIZf: -->> 5.125 in. x 34.5 -in S: Actual = 1~017 inAa S : M I (F!JfC'f) = 999 in"~ A -Actual = A -Re qui red = 177 in-... 2 174 in"2 Pv-: Artuil = 202 psi 0 t I I F-b: Actual = 2,621 psi F-b : Allowable = 2r668-psi Fv : Al Lowable= 206 p~i -I I % of M~x_. = 98, 3 % ! of Max. -9.8.2 ! : -------------. --------------.--------------------------. -----' ---------: - CONEER EN6INEERWG nB DATE SHEET :-ir,-'1:2,_ I -1!'::____ " DESI6N MOMENTS & SHEARS ([i ve loads Skip loaded For !'lax. M+ ) . ----------------·-------Ck = (3 E / 5 Fb)".5= 21.21 Cf = (12/d)".111 = 0.889 MAXIMUM MOMENT = 21665 in-k MAX. SHEAR t 1.5 = 351794 I Cs = (le d / b"2)",5-= 15.56 Basic S:xx Req'd -888 in"3 Area Required = J73.5 in"2 Positive l'loment 21665 in-k =} Allow. Fb': Center = 2668.1 psi Left Neg. Moment = 21070 • => Allow. Fb': Left = 2667.8 • Right Neg. Moment = 2,150 • => Al low. Fb': Right = 266).8 • Shear@ Left REG!JIRED DEPTHS = 23 1620 I Shear@ Right = -23,862 I SLENDWifSS GOVERNS ?? Y=1, N=O ---» 0 <<-- DUE TO BENDING: (Approx.i DUE TO SHEAR: (Approx.) Center Span = 34.2 in @ Left Support 33.5 in Left Cant = 30.1 in @ Right Support = 33.9 in Right Cant = 3f).7 in MAX. REACTIONS Skip Load live load? Y=1,N=O ---> Left Support Right Support Dead Load ti ve Load = 3f), 160 1· = 22,620 ll 30,800 # 23110(1 I fotal Load = 52,780 ll 53, '300 lt DEFLECTIONS Positive= Downward Left Center Cantilever Span X-Distance = 8ft 24 ft (D~fault = Span/2) Dead Load Defl. = -0.14 in 0.85 in l/De,fl = -671 676 Live Load Def!. = -0.11 in 0.64 in L/Def l = -894 901 ------------------- Total Load Defl. = -0. 25 in 1..49 in L/Defl = -383 386 CAMBER= 1.5 f PL = 0,(H) in -1,25 in BEARING : Fb -Bearing Bearing length Required@ Left Support B2aring Length Required@ Right Support HEEL CUT HEIGHTS ---------------- Minimu~ End Height@ left End For Shear Stress Minimu,n End Height @ Right End F,Jr Shear Stress = = = = Right Cantile.ver 8 ft -0.13 in -767 -0.09 in -1022 ---------- -0.22 in -438 0.00 in 385 psi- 21.SO in 22.00 in NA in NA in 0 - - CONEER ENGINEERING JOB DATE SHEET ; =~=z=-::, GLUED-LAMINATED BEAM DESJGti DESCRIPTION : LINE C-D 4-5 > ALLOWABtE STRESSES Prelim. Beaa Width = 5,125 in ------------------Laaination Thickness= 1 r . ~,,J 1n Fb -Bending = 2,400 psi Eff. length Factor = 1. 92 Fv -Shear = 1.65 psi tu: Cenfer Span = 0 ft Elastic Modulus = 1.8E+06 psi Lu : Left Cant. = 0 ft L. D. F. = 1.25 Lu : Right Cant. = 0 ft CENTER SPAN = 32 ft LEFT CANT. LENGTH = (} ft RIGHT CANT.. LENGTH = (} ft > CENTER SPAN ~OADING t 1 Uni form D.L = i5 psf X-left = 0 ft Uniform L.L. 12 psf X-Right = 32 ft Trib. Width = 40 ft # 2 Uniform D.L. = 0 psf X-teft = 0 ft Uni form. t. L. = 0 psf X-Right = 0 ft Trib. Width 0 ft Concenttated loads f X = Dist. fro• left Su~port J U: DL = 0 I 12: DL = 0 t #3: DL = 0 I 0 I 0 ft LL = 0 I LL = 0 # tL. = I-Dist ; 0 ft X-D_ist = 0 ft. X-Dist = :-DESIGN SUMMARY --Suggested Size: 5.125 in X 28.5 in ---~--: I ) SE~ECIEtBEAM SIZE -->> 5.125 in x 28.5 in S : Actual = 694 in"3 A -Actual = 146 in"2 5-: M I CFbfCf) = 63f in"3 A -Required = 115 in"2 F-b : .Actual = 21480 psi Fv : Mfo_al = 163 psi F~b : Allowable. = 2,725 psi Fv : Allowable= 206 psi I of Max. = 81.0 • I of Max. = 79.J % l. : ----------: ----------------_.----------------. --------------------------r DESIGN MOMENTS~ SHEARS (Live Loads Skip Loaded For Max. M+) Cf =· (12/dJ".111 = 0.908 - MAXIMUM MOMENT = 11720 in-t MAX. SH!:"AR ·* 1. 5 = 23,821 fr Ck = (3 E / 5 Fb)".5= 2L21 Cs = (Led / b"2)",5= 0,.00 Basic S:xx Req'd = 513 in"3 Area Reg~ired = 115,5 inA2 - - __ M!;;Z~1'JlN€._ f!ZA!v1 ttJG:, _ELco@: :~~-. I, b ~; oL S/t,11 pt.,yw ooo 2 I i;, ~F.-0 L. .j O l ':111'1 l, b ~-0 L Ce.I t.-11--J_Gi, I , o pl?~ 0 L. f l.a:>!2 Pl w1t.? t--1 a.JO.f1?'1-D t... 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I CON~ER 'EN6INEERIN6 JOB :I._ ______ _ DATE: -sHem:~::f: -------------------------------------------------------------------------------- - - CIRCULAR CONCRETE COLUNN DESi6N ----------------------------------------- DESCRIPHON :DORNER DOL AUOWABLE STRESSES ------------------, , > f'c: Concrete = 3,000 psi > Fy ,: Steel = 60,000 psi > Br~ced? Y=1, N=O 1 > Eff Length ·Factor = 1 > Unsupp. Height = 14,5 ft LOAD FACTORIN6 k-1 <Beta) = 0.85 Phi = 0.75 Slenderness = 23,20 > Nature of Short Ten Loading: Seisaic = 1, Wind= 2 -> 1 <- > Should LL. Be Included in Short Tera ? Y=1, N=O > Current Analysis Uses A.C.I Equation: 9-1 = 1 9-2 = 2 9-2 = 3 -> -> 1 <- 1 (- APPLIED LOADS (Unfactored,ACI Eq. 9-1, 9-2, l 9-3 Applied For Pu:Nax> > Axial Dead Load > Axial Live Load = = 21. 7 k 8.1 k 0 k > Axial Short Teri = Top of Colu1n Ho1ent : > ·Dead Load Ho1ent = > ~ive Load tloaent = > Short Tera tlo1ent = 0 ft-k 0 ft-k 42.7 ft-k Botto• of Colu1n tlo1ent : > Dead· load tlo1ent = 0 ft-k > Live L~ad tloaent = 0 ft-k > Short Tera Ho1ent = 0 tt-k > ECCENTRCITY = Adjusted Top Hoaent: Dead Load Ho1ent = live Load tloaent = Short Teri tloaent = Transverse Hoaent: > Dead Load No1ent = > Live Load Hoaent = > Short Teri Ho1ent= 15 in .27 ft-k 10 ft-k 43 ft-k 0 ft-k O H-k 0 ft-k Pu : Hax. Factored = 44. 2 k-ips Equivalent Ecc. -15.00 in = 0.00 in COLUHN DATA > DIAtlETER -= > Rebar CL to F.o-.c.= Actual 1.d' = 30 in 2.5 in 27.50 in Radial Bar SOacing= 9.82 in Hini1u1 Eu. > REINFORCiN6: (50 Bars-NAX!) Total I of Bar = 8 Rebar Size--I = 1 Total Steel Area = 4.80 inA2 I Steel Percentage= 0.68 % Nin. 11 <Actual< 8% tlax. - . --. CONEER EN6lNEERIN6 JOB 1 _______ _ DATE=---~----SHEET: __ G .. ~ -------------------------------------------------------------------------------- :-SUNNARY OF DESI6N ---------------------,--------'-.,.-,------------------: Pn * Phi : WHITNEY F.ORNULA = 327, 3 kips DESI6N ECC. = 1,5, 00 in Pn I Phi : NUNERICAL ANAL. = NA •. Nag, Factor = ,1AO Equiv, Ecc, = 15,00 in Pu : ACJUAL LOAD 44 kips ,80 f Po: Short Colu1n = 1,663 kips I· I : P ·: Balanced = 829 kips Balanced Ecc. 9.·10 in : :----------------------------------------·-----------------------------: ANALYSIS OF BALANCED CONDITION For Balanced· Condition: Find Pb & eb x:bal =.003 1 d / (,003 + (fy/ Es))= 16.28 in a:balanced = k:1 1 x:bal = 13,83 in Nax. ·Strain on-Co1pression Steel = 0,0025 in Strain in Steel to start Yield = 0.0021 in C:conc. = Sector Area I f'c 1 .85 = 812.1 kips C:steel = Evaluated By Strains = 101. 4 kips T:steel = Evaluated By Strains = 84,5 kips P balanced= Cc+ Cs.,. T = 829,0 kips P bal I Ecc:Balanced = 628.5 ft-kips Eccentricity: Balanced Condition .. 9.10 in EXANINE SLENDE~NESS EFFECTS Nini1u1 kLu/r for Slenderness to apply .Actual klu/r = 34,,00 = 23.20 .Elastic Nodulus C I = 3,-122 kSi ,NA = EI = ltax.C·(,2tEcflg + Es1Is) / <i + Beta) or .4 Er lg / (1 + Beta)] = Pc : Euler Buckling: PiA2 1 EI/ K LuA2 = Alpha = 'Pu / Phi I Pc = NA t-inA2 o kips 0 •. 000 Delta : Noa Nag. Factor = c·,1 (1-Alpha) = 1.00 EQUIVALENT ECCENTRICITY = 15.00 in DESI6N ECC.: Equivalent Ecc. 1 DELTA = \5.00 in CHECK TENSION OR CONPRESSIO~ CONTROLS ·-------·----------------------------- Ecc. : Ba"lanced = 9.10 in , Ecc •. : Design :: 15.00 in NOTE: If Ecc. Bal <,= Ecc. Design --> Tension Controls : If Ecc. Bal > Ecc. Design --> Co1pression Controls NUNERICAL ANALYSIS FOR STRENGTH· AT DESI6N ECCENTRICITY ----·--------------------------·---·--------------~--- X -Neut.ral Axis = 0.00 in Steel Yield Strain = 0.00207 in Co1p. Strain = NA in Tension Strain = NA in ACTUAL COLUNN CAPACITY: Pn = Cc + Cs -T = NA kips . - - --- CONEER E~6INEERIN6 JOB •----'--'"-DATE: _______ _ SHEET:_C,'2_ ---------------------------------. --·----.------------------------------------- CIRCULAR CONCRETE COLUNN-DESIBN. ,---------------------------------------- DESCRIPi-ION :ENTRY COL ALLOWABLE STRESSES > f'c : Concrete = 31000 psi > Fy : Steel = 60,000 psi > Br.aced? Y=l, N=O 1 > Eff length Factor = 1 > Unsupp. Height = 14,5 H lOAD FAC-TORINB k-1 (Beta) = 0.85 Phi = 0.75 Slenderness = 23~20 > Nature of Short Tera L.oading : Seisait = 11 Wind = 2 -> 1 <- > Should L.L. Be Included in Short Tera ? -Y=l, N=O > Current Analysis Uses A.C. I Equation : 9.-1 = 1 9-2 = 2 9-2 = 3 -) -> 1 (- 1 .(- APPLIED LOADS (Unfactored,ACI Eq. 9-1, 9-2, & 9-3 Applied For Pu:Nax) > Axial Dead Load = > Axial live Load > Axial Short Tera = Top of Coluan Noaent: > Dead Load No1ent = > live Load Noaent = >· Short Tera Noaent = 11.7 k 1.7 k 0 k 0 ft-k 0 ft-k 52.2 ft-k Bottoa. of Coltian Noaent: > Dead toad Noaent = 0 ft-k > Live Load Noaent = 0 ft-k > Short'Tera No1ent = 0 ft-k Pu: Nax, factored = 19,3 kips COLUNN DATA > DIANETER = > Rebar CL to F.O.C.= Actual 'd' = 30 in 2,5 in 27,50 in Radia·l Bar Spacing= 9~82 in > ECCENTRCITY = 9 in Adjusted Top Noaent : Dead Load Noaent = 9 ft-k Live load Noaent = 1 ft-k Short Teri Noaent =· 52 ft-k Transverse Noaent: > Dead Load Noaent = 0 ft-k > -Live load No1ent = 0 ft-k > ·Short Tera Noaent= 0 ft-k Equivalent Ecc. = 9.00 in Ninilu1 Ecc. = 0,00 in > REINFORCINB: (50 Bars tlfiX!) Total I of Bar = 8 Rebar Size I = 7 Total Stee 1 Area = 4. BO in"2 I Steel Percentage= 0.68 I Nin. 1% < Actual < 8l-Nax. ~) CONEER EN61NEERIN6 JOB I _______ __ .DATE : _______ _ -SHEET: -~-J __ -----------------·----------------------------.--------------------.------------ - e 1 -SUIIIIARY OF ·DfSIGN --------------------------------------------------• Pn t Phi : WHHNEY FORIIULA = 682.9 kips DESIGN ECC. · = · 9.00 in Pn t Phi : NUMERICAL ANAL. = NA ·• ltag. Factor = 1.00 Equiv. Ecc. = 9.00 in Pu : ACTUAL -LOAD = 19. kips ,80 1 Po: Short Colu1n = 11663.kips p : Balanced = 829 k,ips Balanced Ecc. 9.10 in ----------------------------------------. ,.------·---·--·-----------. --. ANALYSIS OF BALANCED CONDITION ------------------------------For Balanced.Condition: Find Pb & eb· x:bal =,003 t ·d i (,003 + (fy/ Es)) = 16.28 in . ~: balanced = k: 1 1 x: biil = 13. 83 in llax. Strain on Coapression Steel .. = 0,0025 in Strain in Steel to start Yield = 0.0021 in C:conc. = Sector Area t 11c t ,85 = 812,1 kips C:steel = Evall!ated By Strains = 101,4 kips T:steel = Evaluated By Strains = 84.5 kips P balanced. i: Cc + Cs -T = 829.0 kips P bal t Ecc:Balanced = 628.5 f.t".'kips Eccentricity : Balanced Condition = 9.10 in EXAIIINE SLENDERNESS EFFECTS llini1u1 kLu/r for Slenderness to apply = 34.00 Actual klu/r = 23.20 Hastie ltodulus C I = 3,122 ksi NA EI = ltax.C(.2tEctlg + Estis) / (1 + Beta) or ,4 Ee lg / (1 + Beta)l = Pc : Euler Buckling: Pi"2 i El / K Lu"2 = Alpha .= Pu / Phi t Pc = NA l-in"2 0 kips 0.000 Delta:· 1101 Nag. Factor= Ca/ (1-Alpha) = 1.00 EUUIVALENT ECCENTRICIT.Y = 9.00 in DESIGN ECC. :. Equivalent Ecc. t DELTA = 9.00 in CHECK TENSION OR COIIPRESSION CONTROLS Ecc. : Balanced = 9.10 in Ecc. : Design = 9.00 in NOTE: If Ecc. Bal <= Ecc, Design .;.> Tension Controls : If Ecc. Bal > Ecc, Design ---> Co1pression Controls NUIIERICAL ANALYSIS FOR STRENGTH. AT DESIGN ECCENTRICITY ----------------·-------------------------------------X -Neutral Axis = 0.00 in Steel Yield Strain= 0.00207 in Coap. Strain = NA in Tension Strain = NA in ACTUAL COLUl!N.CAPACIJY: Pn =Cc+ Cs -T = NA kips llPl~A ~ I f-JI~fi~~ ro"r~~ ~ l )( t; 1 1-I -· A l..L..oWA P.,I..~ 'f:,01 L. f>GA r2 l /J ~ j_,:_ ,~ I 'f'fZ.~\J~ .. ~~f'Jr ;1 V: 2 ;~ f "c.., · C(JL.. . J.L -i bici. 4 [ 7 + 2.. 'I. 11/'z. -1-1.. ( 91-i.)] b?t-t ..... l (.pt\ PUNC,l~I~ ~~~lb - ~ ~'"' -=-4 ~ fl t.7 ~" d q -J c., .... B ~ ( 4; (z. St'o I l 7 Co J 4 '°" . o O&f .. r:t;, .. CON~R ENGINEERINGm o•n 1.-q_o_ .... ~-B. ~ V~t:. I/~, ~1'-- .. . .. .. -, .. ~:~f~,.i.Z:3~_)(eoo,.-tz 1-q J2 J/i~4-.. . \Jv--~ 9'2. bq "-( I t(o, ~ it ,1, .. ~~ ........... ---.-·-:" ... -~~1'4 ";,HcfAf? -{J-trn.J. fi_ i),---1--ZYY\_:-__ 'j) q' V e, • i. f ,f-t" 1 1,,, J l ' ct v (..,.,. 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(9-7) Using I-effective Enter -> 3 Deflection Determination: -------------------->>> 1 To Iterate P-Delta Effects To Convergence Enter -) 1 To Find Defl. At Moment Capacity of Section: Enter -) 2 ShaH Uniform LL Be Used With Wind/Seismic Loadings? Y=1 N=O --> 0 DESIGN DATA ( Enter All Load; UN-FACTORED l > Cl ear Wall Ht. > Total Wall Ht. Ht / TM: Ratio = = 26 ft 30 ft 48.0 ) Wall Thickness = 6.5 in > Rebar Size 1~1 5 ) Eccentric Dead Load = 384 plf ) Eccentric Live Load = 288 plf ) Load Eccefitricity = 6.25 in (default = t/2 + 3") ) Unifor~ lateral Load= 0 pl f > Re_b.~r Spacing 16 in > X-Dist. t-o Bottoi'l O ft } X-Dist. to Top = 0 ft > Depth To 3teel = 3.2~ !n ) Seismic=!, Wind=2 --) 1 <-- (defaui t = t/2) ) Axial Unifora DL ~ ) Axiai Uniform LL = (l plf 0 plf ) Point Lat2ral Load = } X-Dist. f.rom Bottom = > Seismic=J, Nind=2 --> 0 il 0 ft 1 <-- :------------------:-,-----------------------------------------.-------: I DESIGN SUMMARY SHSM·IC WIND I ------·------------------------ M-n * Phi . MOMENT CAPACITY = 4!.,4.55 in-# 41,455 in#I ' M-u APPLIED MOMENTS = 39,.611 in-* 26,417 in#/ @ TOP OF WALL 5,802 4,809 OVERSTRESS : 0.0 ! 0,0 , I ., I HEIGHT I SERVICE DEFLECTION ,,..,,, J.J.J 0 ~----------------------------------------------------------------------: e - LATERAL LOADINGS vlall Wt @ 150 pcf = lateral Wall Wt = VERTICAL LOADINGS 81.3 psf 24.4 psf P-Axia·I : Seismic -or-Wind P-Wall : Seismic -or-Wind Pu-Axial: Seismic -or-Wind Pu-Nall : Seismic -or-Wind Pu-Total: Seismic -or-Nind ANALYSIS VALUES As(eff) = [ Pu:tot + ~As*Fy) J / Fy ':1' = (Asf.fy t Pu) /(.85*f' ct12) 1 c' = 'a' ( . 85 Phi : Capacity Hed1Jctfon Factor Mn= As(eff) 1 Fy f ( d -a/2 l Mu = Mn t Phi E : 571000 * (f' c".5i n : 29,000 I Ee Fr : Mod~ of Rupture: 5t( f'cA.5) Section .Modulus : (Gross) Moment Capacity@ Cracking= S * Fr Moment of Inertia : (Bross) Moment of Inertia : (Cracked) Moment of I~ertia : (Effectiv2) ACTUAL MOMENTS N/ FACTORED LOADS -------------------------------- ( Per DE.sign Method S~!!tified ) B;;sic ~oment w/o p -Delta EXC:SS over Cracking 1~1:iment tiaximum Hid-Height Deflection MAXIMUM APPLIED MOM.ENT Basic D2flection w/o P-Delta DEFLECTION CHECK -SERVICE LOADS -------------------------------- Basi.c Service load Moment Excess, Over Cracking Moment Basic Lc,ad Deflectfon. Total Moment @ Defi. Converg:nce SERVICE LOAD DEFL. Ii! CONVERGENCE EONEER ENG!-NEERING JOB DATE SHEET Wind load* 1.275 = lateral Wt* 1.403 = 23.8 psf 34.2 psf = .384 plf = 11381 • ·-403 plf 11450 • 11854 plf SEISMIC WIND ----------------- = 0.2.61 in"2/ft 0.261 in:\2 0.512 in 0.512 in = 0.602 in 0.602 in = 0.88415 0.88415 = 46,886 in-# 46,886 in-# = 41,455 in-# 41,455 in-# = 3.1E+06 psi 3, 1E+06 psi = 9.2'3 9.29 = ')/'J._ q -i !.ii J psi 273.9 !!Si = 84.5 in·'3 84.5 in-'3 = 23,141 in-# 23,141 in-# 274.6 in"4 274.6 in"4 = 17. 9 in·'4 17.9 in"4 NA in-'4 NA in"4 SE!E'MIC µ,mo ----------------- = 35,-925 ir,-# 2p,436 in-# 12,783 in-# 2,295 in-# = ,, •r J:1 i./ in 0.87 in = 39,611 . ll in-., ·26,417 in-# 2.60 in 0.69 in snsmc wrnD ----------------- = 251~16 in-# 20,166 in-# = 2,775 in-# 0 . !I in-.. = 0.778 in · O. 238 in = 26,955 in-~ 0 in-l 0.%7 in G.000 in CONEER EN6INEERIN6 JOB DATE : SHEET : J;J 8 ------------------------------------------------------------------------------- PRE-CAST CONCRETE HALL PANEL. DESIGN Considering P-Del ta Effects DESCRIPTION :BEAH LOAD ALlOWABL~ STRESSES ------------------> f'c :-Concrete = 3_,000 psi > Fy : Re inf. = 601000 psi > Phi: 0.84 > Seismic Factor = 0.3 > Wind Load = 1B.7 psf CHOICE OF DESIGN NETHOD > Hin Vert Steel > Hin Horiz Steel Z : % : 0.0025 0,0025 18.00 in 18.00 in O.B5 0.0128 Nax. Vert. Spacing= Nax. Horiz,Spacing = Beta 1 = 0.6 x Rhow-Balanced= Ho11ent o.f Inertia : ----------• -------------»> 2 · SEAOC 'Yellow Book', Using i--cracked Only Enter -> 1 SEAOC •sreen Book" , Using I-er & I-gross : Enter -> · 2 ACI Eq, (9-7) , Using ·I-effective : Enter -> 3 · Deflection Deteraination: -------------------->>> 1 To Iterate P-Delta Effects To Convergence Enter -> 1 To Find Def 1. At Ho1ent Capacity of Section : Enter · -> 2 Shall Unifor1 lL Be flsed With jind/Seis•ic Loadings? Y=l N=O --) 0 DESISN DATA ( Enter All Loads UN-FACTORED ) > Clear Hall Ht. = 26 ft > Eccentric Dead Load= 5300 plf ) Total Wall Ht. ~oft > Eccentric live load~ 4000 plf Ht. / Thk Ratio = 48.0 > load Eccentricity --6.25 in (de-fault = t/2 t 31 l > .Wall Thickness = 6.5 in > Rebar Size 'I' 5 > Unifor1 lateral Load= 0 plf > Rebar Spacing = 12 in > X-Dist. to Botto1 = 0 ft ) X-Dist. to Top = 0 ft > Depth To Steel = 5 in > Seis11ic=l, Wind=2 ~-> 1 (-- (default = t/2) ) Point lateral Load = 0 t > Axial Unifor1 Dl = 0 plf > X-Dist. fro1 Botto•= 0 ft } Axial Unifor1 LL = 0 plf > Seis1i.c=1', Wihd=2 --> 1 <-- :----------------------------------------------------------------------: : DESIGN SUHNARY . SEISNIC 971910 in-I WIND I I e: I ---------.- N~n t Phi: HONENT CAPACITY = 97,910 inll H-u : APPLiED HOHENTS = 701104 irt-t 561411 inll @ TOP OF WALL = 381063 37,070 OVERSTRESS = 0.0 % O.O, % ; I HEI6HT / SERVICE DEFLECTION = 173 213 : :----------------------------------------------------------------------1 - CONEER EN6INEERIN6 JOB DATE SHEET j;j 1 ---------· ---------------------------------------------------------------------- - LATERAL LOADINGS . Wal 1 Wt @ 150 pd = Lateral Wall Wt = 81.3 psf 24.4 psf VERTICAL LOADIN6S P-Axial : Seis1ic -or-. Wind P-Wall : Seis1ic ~or-Wind Pu-Axial: Seis1ic -or-Wind Pu-Wall : Seis1ic -or-Wind Pu-Total: Seis1ic -or-Wind ANALYSIS VALUES As(effl = [ Pu:tot + (As+Fy) j / Fy 'a' = (As+Fy t Pu) /(,85ff 1cf12) 'c'= 'a' / .85 P.h·i : Capacity Reduction Factor Hn = As_(eff) + Fy + ( d -a/2 ) Hu= Hn f Phi E : 57,000 f (f' c'\5) n ·: 29,000 / Ee Fr : Hod. of Rupture: 5f( f I CA ,5) Section Hodulus : (Gross) Moment Capacity t Cracking= Sf Fr Moment of Inertia : (Bross) ioaent Gf Inertia: (Cracked) Ho1ent Qf Inertia : C~ffecti ve) ACTUAL HOHENTS NI FACTORED LOADS -------------------------------- ( Per Design Hethod Specified ) Basic Ho1ent w/o P -Delta Excess over Cracking Ho1ent Haxi1u1 Hid-Height Deflection HAXIHUH APPLIED HOHENT Basic Deflection w/o P-Delta DEFLECTION CHECK -SERVICE LOADS -------------------------------- Basic Service Load Moment Excess Over Cracking No1ent Basic Load Deflection Total No1ent@ Def!, Convergence SERVICE LOAD DEFL. @ CONVERGENCE Wind Load f 1.275 = Lateral Wt* 1,403 = 23,8 psf. 34,2 psf = 5,300 plf 1,381 • = 5,565 plf = 1,450 • = 7,015 plf SEISMIC WIND ----------------- = 0,424 inA2fft 0.424 inA2 = 0.831 in 0,831 in = 0.977 in 0.977 in = 0.84004 0.84004 = 116,554 in-I _116,554 in-I 971910 in-I 97,910 in-I = 3.1E+06 psi 3,1Et06 psi = 9.29 9.29 = 273. 9 psi 273,9 psi --84,5 inA3 84,5 inA3 = 23,141 in-I 23,141: in-I = 274,6 inA4 274,6 inA4 = 67,4 inA4 67,4 inA4 NA in.,.4 NA in.,.4 SEISMIC WIND ----------------- -54 1153 in-I 44,608 in-I = 31 1011 in-I 21,467 in-I = 2.54 in 1,88 in . = 70,104 in-I 56,411 in-I = 1. 77 in 1.31 in SEISMIC WIND ----------------- 4·41023 in-I . 3~, 141 in-I = 20,882 in-I 161000 in-I = 1,280 in 1.044 in = 541798 in-I 47,936 in-I = 1,799 in 1.468 in CONEER ENGINEERING JOB DATE SHEET , l,tJ ~.i, ------------------------------------------------------------------------,------- - PRE-CAST CONCRETE WALL PANEL DESIGN Considerin~ P-Delta Effects DESCRIPTION :TYPE II JAMB 2~ 6 ALLOWABLE STRESSES 3,000 ) f'c: Concrete = > Fy : Reinf. = > Phi: 601000 0.85 } S!ismic Factor 0.3 ) Wind Load = 18. 7 CHOI.CE OF DESIGN METHOD. psi psi psf } Min \ Min I Max. Ma:(, Beta 0.6 Vert Steel z . . Horiz Steel z : Vert, Spacing = Hc,dz. Spacing = < = ! X Rhow-Balanced= 0.0025 0,0025' 18.00 in 18.00 in 0.85 0.0128 Moment of Inertia : --------·----------------))) 2 SEAOC "Ye.I low Book•, Using I-cr2cked Only Enter -} .;. __ SEADC "Green Book" ' Using I -er ti I -gross Enter -> 2 ACI Eq. (9-7) Using I-effective Enter -> 3 Deflection Determination: --------------------})} 1 To Iterate P·Dclta Effects To Convergence Enter -} 1 To Find Defl. At Moraent Capacity of Section : Enter -) 2 Shall Uniform LL Be Used ~W: Wind/Seismic Loadi.ngs ? Y=1 N=O --> 0 DESIGN DATA ( Enter All Loads utHA"CTORED .l > Clear Wall Ht. = 26 ft > fotal Wall Ht. 30 ft Ht/ Thk Ratio = 48.0 ::-Wall Thi..ckness = 5.5 in > Rebar Sµa·ci ng > Depth To Steel (default = t/2) 6 Sin t:, f, 5 in ) Eccentric Dea~ Load = ) Eccentric Live Load = > Load Eccentricity = (default = t/2 + 3") > Uniform Lzteral Load= > X-Dist. to Bothim = ) X-Di'::t. to Top = ) S2is~ic=i 1 Wind=2 --) 0 plf 0 ~If 0 in 83 ~lf 14 rt 26 ft 1 <-._ > Point Lateral L6ad = 0 t > Axial Uni form DL = > Axial Uniform LL = 4422 plf ) I-Dist. from Bottom= 0 plf ) Seismic=l, Nind=2 --) Oft 1 ( -- : ------------------------------------------------.. -------------------· --: I DESIGN SUMMARY SEISMIC ~JINP I ------------------------------- M-n * Phi : MOMENT CAPACITY = 165,272 ifd 165,272 in#l M-u APPLIED MOMBHS = 108,732 in-ii 26,199 in#I @ TOP OF WALL 3,282 2,289 OVERSTRESS = 0.0 X 0.0 7. I I HEIGHT I SERVICE DEFLECTION 152 0 :----------------------------------------.-------------------------.---: -- CONEER ENGINEERING JOB DATE SHEET /,,.J 11 ----------------------------·---------------.--------------------------·-· -. ---- - LATE~AL LOADINGS Wall Wt@ 150 pct= Lateral Waft Nt = VERTICAL LOADINGS ----------------- P-Axie.1 . C • • . ~·elSffilC P-Wal I . C • • . ..,elSffilC P1r-Axial: Seismic Pu-Wall . Seismic . -or- -or- -or- -or- Pu-Total: Seismic -or- ANALYSIS VALUES 81.3 psf 24.4 psf Wind Wind Wind !~ind Wind As(eff) = .[ Pu: tot + (As*Fy) J / Fy 'a' = (A;*Fy + Pu) /(.85·\'f' cf12) I CI: I a I / • 85 Phi : Capacity Reduction Factor Hn = As(eff) 1 Fy 1 ( d -a/2) Mu= Mn* Phi E : 57,000 1 (f'cA,5) n : 2g1QOO / Ee Fr : Mod. of Rupture : 5f( f' cA,5) Section Modulus : (Gross) Moment Capicity@ Cracking =St Fr t1oraent of Inertia : (Gross) MomEnt of Inertia : (CrackE~) Noment of Inertia : (Effective) ACTUAL MOMENTS W/ FACTORED LOADS -------------------------------- ( Per Design Hethod Specified ) Basic Moment w/o p -Delta Excess over Cncking tfoment Maximum Hid-Height Deflection MAXIMUM APPLIED MOMENT Basic Deflection 14/o P-D2lta DEFLECT IOtl CHECK -SERVICE LOADS ---------------------. ---------- Basic Service Load ~foment Excess O'ler Cracking Momen.t Ba~ic Load Defl.ect.ion Total /foment 12 DefJ. Conv<?-rg2nce SERVICE LOAD DEH. @ CONVERGENCE iind Load 1 1.275 = 23.8 psf Lateral Wt* 1.403 = 34,2 psf = 4,422 plf = 1,381 II = 4,643 plf = 1,450 • = 6,0'33 plf SEISMIC: WIND ------------~---..; = 0.764 inAZ!ft (}, 754 in·;'2 = 1.499 in 1.4'39 in = 1.763 in 1.763 in = 0.84791 0.84791 = 194,915 in-# 1941915 i1H = 165,272 in-~ 165,272 in-I = 3.1H06 psi 3.1Et06 ·psi 9. 2'3 9·,29 = 273. 9 p!:-i .-,"'71"\ q L/J,, p.si = 84.5 . -'" lil .:, 84.5 i-tr,.·3 = 23., 141 in-# 23, 1.41 in-l! = 274.6 inA4 274.6 in-~4 = 96.3 in-"'-4 '35,3 in··-4 NA in"4 t!A in"4 SEISMIC vHND ------------------ = 91,767 in-l! 24,176 in-i; = 68,626 in-# 1,035 in-# = 3.16 in 0.38 in = toS,732 in-# 26,19'3 in-l! = 2.59 in 0.31 in SEISMIC WIND ---------____ .;. ___ = 65,431 in-l! 18,962 in-~ = 42,291) in-11 I) in-# = 1. 700 in -01224 "in 75, '333 in-# 0 in-~ = 2.054 in 0.000 in - CONEER rnsrnEERI NG JOB DATE SHEET t,,J/1... PRE-CAST CONCRETE HALL PANEL DES!trl Considering P-Delta Effects DESCRIPTION :TYPE II JAMB Co'~~ ALLOWABLE STRESSES ) f1c i Concrete > Fy : R2inf. = 31000 psi 60!000 psi 0.86 > Min Vert Steel Z : 0.0025 0. (1!)25 ) Min Horiz Steel Z : ) Phi: > Seismic Factor ) Wind Load = 0.3 = 18.7 psf Max. Vert. Sp2cing = Max. Horiz.Spacing = Beta 1 = 18. 00 in 18.00 in 0.85 0.6 x Rhow-Balanced= 0.0128 CHOICE OF DESIGN METHOD Homent of Inertia: ------------------------})) 2 SEAOC "Yellow Book", Using 1~cr2cked Only Enter -, 1 SEAOC "Green Book" , Using I-er & I-gross Enter -) 2 AC! Eq. (9-7) Using I-effective Enter -> 3 Deflection Determination: ---------~ ----------))) 1 To Iterate, P-Delta Effects To Convergence Enter -> 1 To Find Def!. At Moment Capacity of Section: Enter -> 2 Shall Uniform LL Be Used With Nind/Seisgic loadings? Y=1 N=O --} 0 DESIGN DATA ( Ente-r All Loads UN-F1\CTDRED l } Clear W~ll Ht. = > Total Nall Ht. Ht/ Thk Ratio -= 26 ft 3(! ft 48.-0 ) Nall Thickn~ss = 6.5 in > Eccentric Dead Loed = ) Eccentric Live Load = } Load Eccentricity = (default = t/2 + 3") ) UniforR Lateral Load= o olf (l plf 0 in 52 pl f ) Rebar Spacing = 12 in > X-Dist. to Bottom 14 ft ~, F. > X-Dist. to Top = 26 ft ) Depth To Steel = 5 in > Seisgic=I, Wind=2 --> 1 ( -- (default = t/2) ) Point Lateral load = 0 I > Axial Uniform DL = > Axial Uniform LL = 2801 olf ) X-Dist. from Bottom= 0 plf ) Seismic=!, Wind=2 --> 0 ~} I , 1 < -- l ---------··------------------------------------------------------------: : DESIGN SUMMARY M-n I Phi: MOMENT CAPACitY = M-u APPLIED MOMENTS = @ TOP OF WALL = SEISMIC ~JIND 119,790 in-I 119,79~ inll 79,820 in-l! 3,282 25,557 inl!I 2,289 OVERSTRESS = 0~ 0 % O. 0 l : : HEinHT / SERVICE DEFLECTION = !88 0 :----------------·--------------------------------------------,--------J CONEER ENGINEERING JOB DATE SHEET ------------------------------~-------------------------------~----------------- - - LATERAL LOADINGS Nall Wt@ 150 pcf = Lateral Wall Wt = BL3 psf 24.4 psf VERTICAL LOADINGS ----------------- P-Axial : Seismic -or-~lind P-Wal l . '"' . . -or-Wind . ·;:;elS;UC Pu-Axial: Seismic -or~ \:/ind Pu-Nall . " .. -or-ilind . ;:;elSlillC Pu-Total: Seismic -or-Wind ANALYSIS VALUES As(eff) = [ Pu:tot + (Astfy} J / Fy 1 a' = (AstFy + Pu) /(.85tf1 ci12) I CI : I a I / '85 Phi: Capacity Reduction Factor Mn= As(eff) I Fy I ( d -a/2) M11 = Mn I Phi E : 571000 1 (f'cA,5) n : 29 1000 / Ee Fr: Mod. of Rupture: 51( f'cA.S) Section Modulus : (Gross) Moment Capacity@ Cracting = S * Fr Moment of Inertia : (Gross) MoRent of Inertia: (Cracked} Noment of Inerti~ : (Effective) ACTUAL t·lOMENTS w, I FACTORED LOADS -------------------------------- { f-'27 Design ttethod SpEcifiEd \ ·' Basic MoIJent w/o p -Delt2 hcess over Cracking Moment Maximum Mid-Height Deflection MAXIMUM APPLIED MOMENT Basic Deflection •J/o P-De lta DEF~Ectron CHECK -SERVICE LOADS ________________ , --------------- Basic Service load Moment Excess Over Cracking Moment Basic load Deflection Total· Moment @ Def 1. Convergence SERVICE LOAD DEFL. @ cmNERGENCE Wind Load f 1,275 = 23,8 psf Lateral Wt 1 1.403 = 34,2 psf = 2,801 plf 1,381 " = 2, 94-1 plf : 1,450 n 4 .,,~f , uJ"' plf SEISMIC WIND ---------,.. _______ 0.515 in-'2/ft 0.515 in"2 1.010 in LO!O in : 1.188 in l,188 .in 0.86246 0,86246 : 138,893 in-# 138,893 in-# : 119,790 in-! 119,790 in-# = 3.1E+06 psi 3.1E+06 psi 9.2'3 9.29 : 273.'3 pEi 273.9 psi 84.5 in··-3 84.5 in"3 = 23,141 in-# 23,141 in-# 274,6 inA4 274.6 in-'4 = 76.2 inA4 76.2 inA4 NA in-"4 NA in"4 SEISttIC ·wrnD ----------------- 69,962 in-~ 24,176 ln-# = 46,821 ird 1,035 in-~ = 2,69 in 0,38 in 79,820 in-*. 25,557 in-~ = 2,27 in 0,32 -in SEISMIC WIND ----------~----.:.-~ = 49,884 in-f 18,%2 jn-1 26,743 in-# 0 in-# = 1.413 in 0.224 in 55,681 in-*. I) in-! = 1.660 in 0.000 in - CO/JEER ENGINEERING JOB DATE SHl:ET -------,------.----------------------------------------------------------------- - PRE-CAST CONCRETE ¥lALL PANEL DESIGN Considering P-Del t2. Effects DESCR I-PT! ON : TYPE I Ii JAMB ALLOWABLE STRESSES } f 1 c : Concrete = 3,000 psi } Fy : Re inf, = 601000 psi > Phi: 0.85 > Seismic Factor = 0,3 ) Wind Load = 18. 7 psf CHOICE OF DESIGN METHOD > Min Vert S.tee 1 I : 0. 0025 > Nin H0riz Steel Z: 0.0025 Hax. Vert. Spacing= 18.00 in Hax. Horiz.Spacing = 18.00 in Feta 1 = 0.85 0.6 x Rh91J-B.a-lanced= 0.0128 Moment of Inertia : ------------~ -----------»> 2 SEAOC "Yellow Book", Using I-cracked Only Enter -> 1 SEAOC "Green Book" 1 Using I-er i, I-gross : Enter -) 2 ACI Eq. (9-7) , Using I-effective : Enter -} 3 Deflection Determination : ---~ --------------~->>> 1 To Iterate P-Delta Effects To Convergence Enter -> 1 To Find Defl, At Moment Capatity of S;ction : Enter -> 2 Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --> 0 DESIGN DATA ( Enter All Loads UN-FACTORED) > CJ ear Wa 11 Ht, = > Total Nall Ht, Ht 1 Thk R~tio = ) Nall Thickness = > Rebar Size '¥.' > Rebar Sp,cinq > Depth To Steel = (default = t/2) 26 ft 30 ft 48.0 6.5 in 6 1(1 in /::,f, ) Eccentric Dead Load = 600 plf ) Eccentric Live load = 0 plf } Load Ecc~ntricity = 6.25 in (default = t/2 + 3') ) Uniform Later!l Losd= 67 plf > X-Dist. to Bottom = > X-Di::-t, to Top 5 in ) Seismic=!? Wind=2 --) 26 ft 1 < -- > Point Lateral Load = 0 I > Axial Uniform bL = 3577 plf > X-Oist. from Bottom = 0 ft > Axia,1 Uniform LL = 0 plf > Seismic=1, Wi-nd=2 --> 1 <-- :---------------------------------------------------------·------------: I DESIGN SUMMARY SEIS11IC WIND I ------------------------------- M-n * Phi . MOMENT CAPACITY ' = 14i), 328 . l! 1n-,. 141\.328 in# I M-u . APPL!ED . MOMENTS = '38,944 ird 28.640 • .!LI lnit, @ TOP OF !4ALL = 71 21'3 6 -,.·,r ,i:..L.0 OVERSTRESS = 0.0 ¥ 0.0 z I -~ I HHGHT I SERVICE DEFLECTION 154 i) :--------·------·--------· ·--------.------------------------------------:' CONEER ENGINEERING JOB DATE SHEET v-JIS ----------,----------------------------------------------------------------------LATERAL LOADINGS Wall Wt@ 150 pcf = lateral Wall Wt = VERTICAL LDAOINGS 81.3 psf 24.4 psf P-Axial : Seismic -or-Nind P-Wall : Seisraic -or-Wind Pu-Axial: Seismic -or-Nind Pu-Wall : Seismic -or-Wind ?u-Total: Seismic -or-Nind · ANALYSIS VALUES As(eff) = t Pu: tot + (As*Eyl ] I Fy ':i' = (As*FY + Pu) /L85tf 1ct.!2) IC I: I a I f , 85 Phi r Capacity RRduction Factor Mn = As(eff) * Fy * ( d -a/2) Mu= Mn* Phi -E : 57 1 000 * ( f' CA. 5"l n : 29,000 / Ee • Fr : Mod. of Rupt1ire : 5¼( f' cA,5) Section Mod~lus : (Gross) Moment Capacity t Cracking= S * Fr Moment of Inertia : (Grbssl Moment of Inertia : (Cracked) Moment of Inertia: (Effective) ACTUAL MOMENTS W/ FACTORED LOADS ( Per D~;;ign Method Sped f ied ) Basic Moment w/o P -Delta Excsss over Cracking Moaent Maxiium Mid-Height Deflection MAXIMUM APPLIED MOMENT Basic Deflection w/o P-Delta DEFLECTION CHECK -SERI/ICE LOADS ------------------------------·- Basic Service Load Moment Excess Over Cracking Moment ·Basic Load Deflection Total Moment @ Def 1. Convergence SERVICE LOAD DEFL. @ CONVERGENCE Wind Laat 11,275 = Lateral Nt I 1.403 = 23,8 psf 34.2 ?Sf = 4,177 plf = 1,331 • = 4,386,plf = 1,450 • 5,836 plf SEISMIC WIND ----------------- = 0.627 in·'2/ft 0.627 in"2 = 1.230 in L230 in = 1.447 in 1.447 in 0.8~011 0.85011 = 1651068 in-# 1651068 in-# = 140,328 in-# 140,328 in-# = 3.1E+06 psi 3.1E+06 psi = 9.29 9.29 = 273.9 psi 273.9 psi 84.5 in-~3 84.5 in''3 = 23,141 iri-# 23,141 i:n-# 274.6 in·'4 274.6 in"4 = 85.7 in''4 85.7 iri""4 NA in-'4 NA in"4 SEISMIC ¥1IliD ------------------ = 82,860 in-# 26,176 in-~ 59,718 in-~ 3,035 in-;!c = r. -1r J:, lJ in 0.48 in = 98,944 in-! 28,640 . ll rn-11 = ') c-,1 LI J 1 in 0.39 in S~ISMIC wum ----------------- = 59,642 in·# 20,881 in-ff ~ 26,500 in-~ 0 in-# = 1.657 in 0.247 i-n = 69,534 in·# 1) in-i = 2z.032 in 0.000 in CDUHR ENGINEERING JOB DATE SHEET Wllt' --------------------------------------------------------------"----------------- - PRE-CAST CONCRETE WALL PANEL DESIGN ---------------------· ----------------" ----- Considerind P-Delta fffects DESCRIPTION :TYPE IV JAMB ALLOWABLE STRESSES ) f'c: Concrete = 3!000 psi ) Nin VErt Steel % : 0.0025 > fy : R!inf. 60,000 psi ) Phi: 0.85 > Seismic Factor = 0.3 ) Min Horiz Steel Z: Max. Vert. Spacing= 0.0025 18.00 in 18.00 in > Wind lo3d = 18.7 _psf. Max. Horiz.Sparing = Beta 1 = 0.85 0,6 x RhoY-Balanced= 0.0128 CHOICE OF DESIGN METHOD Moment of Inertia : -----------• ------------>>> 2 SE~OC "Yellow Book\ Using I-cracked Only Enter -> SEADC "Green Book" , Using I-er & I-gross Inter -> 2 ACI Eq. (9-7) Using I-effective Enter -> 3 Deflection Determinat~on : -------~ ------------»> 1 To Iterate P-D~lta Effects To Convergence Enter -> 1 To Find Defl. At Moment Capacity of Section : Enter -> 2 Shall Uniform Lt Be Used iith Wind/Seismic Loadings? ¥=1 N=O --> 0 DESIGN DATA ( Enter All Loads UN-FACTORED ) \ Clear ~laLl-H-t. : 26 ft \ Eccentric Dea.d Load : 520 plf I I } fotal Hall Ht. = 30 ~l 11 } Eccentric Live Load = 0 plf Ht J Thk Ratio = 48.0 \ Lc,ad Eccentricity : 6.25 in ... (default = t/2 f 3") } Wall Thicknes~ 6 IC ,,J in ) Rebar Size '#' 6 ) Uni forrn Lateral Load= C"•-, J.::. plf > Reb~r Spii,:ing : 12 in > X-Dist. to BottoiTJ 8 ft > X-Dist. t,) fop : 14 ft > ·Deµ.th fo Steel = 5 in ·, Seismic=!. Wind=2 --} 1 , I \ -- (default = t/2) e,f, > Point lateral load = 0 ii } Axi,;l Unifor::i DL = 3116 plf } X-Dist. from Bcitt,:im : 0 ft > Axial Uni form LL = 0 plf } ,.. • ' i ~e1sm1C=,, li!ind=2 --> 1 , <._ -- :----------------.-----------------------------------------------·------: I DESIGN SUM!~ARY SEISMIC ~mm I ------------------------1---~--- M-n * Phi . MOMENT CAPACITY : 121,730 in-! 121 1730 in#l . M-u ' APPLIED MOMENTS = 761833 in-# 281082 in#i . @ TOP Or WALL = 6:654 5!701 OVERSTRESS = (l,0 • 0.0 %-i I, I HEIGHT I SERVICE DEFLEC.iION 201 I) :----------------------------------------=·-------------------------. --: CONEER ENGINEERING JOB DATE SHEET t-,...JJ1 -----------------------------------------------------------------------·--------lATEP.AL LOADINGS Wall Wt@ ISO pcf = 81.3 psf lateral Nall Nt = 24.4 psf VERTICAL LOADINGS ----------------- P-Axial : Seismic -or-vlind P-vlall : Seismic -or-Wind Pu-A~ial: SeisMit -or-Wind Pu-Nall : Seismic -or-Nind Pu-Total: Seismic -or-Wind A~ALYSIS VALUES ---.,---------- A;(eff.) = [ Pu:tot + (Asf.Fy) ] / Fy 1a' = (Asf.Fy + Pu) /(.85H'c*12) 'c'= 'a' / .-85 Phi : Capacity Reduction Factor Mn = A~-(eff) * Fy * ( d -a/2 l Hu = Mn* Phi E : 571000 * (f'cA,5) n : 2'31000 / Ee Fr : Mod-. of Rupture : 5*( f' cA,5) -Secticn Modulus : <Grc•ssl Moment Capacity @ Cracking_ = S * Fr Moment of Inertia : (Gross) Moment of Inertia: (Cracked) MoJent of Inertia : (Effective) ACTUAL MOMENTS W/ FACTORED LOADS -------------------------------- ( Per Desiqn Method Specified l Basic Ho12nt w/o P -D2lta Excess over Cracking Moment Maximum Mid-P.ei-ght Deflection MAXIMUM APPLIED MOMENT Basic Deflection 1J/o P-DeHa ilEFLECTION CHECK -SERVICE LOADS -------------------------------- Ba~ic Service Load ~oment Excess Over Cracking ~oment Basic Load Deflection fotal Moment @ Def l. Convergence SERVICE LOAD DEFL. @ CONVERGENCE Wind Load* 1.275 = 23,8 psf Lateral Wt* 1.403 = 34.2 psf = 3,636 plf = 11381 n = 3,818 plf = 11450 n. ______ .;. = 5,258 plf SEISMIC wrno ----------~------ = (1,530 in"2/ft 0.530 in-'2 1.038 in 1.038 in = 1.222 in 1.222 in = 0,85497 0.85497 = 142,379 in-# 1421379 in-# = 121,730 in-# 121,730 in-~ 3.1EH)6 psi 3.1E+06 psi 9.29 9.29 = 273.9 psi 273.9 psi = 84.5 in"3 84.5 foA3 = 23,141 ird 23,141 in-# 274.6 in-'4 274.6 in-'·4 77.5 ir.:'4 77.5 }DA4 NA in·'4 NA in"4 SEISMIC WIND ----------------- = 65,J7(l ird 25,898 in-# : 42i229 in-~ 2,757 . l! in-.. = .., C•"'\ i.1.Ji. in 0.48 in = 76/l33 ird 28,082 in-# = 2.04 in 0.39 in SEISMIC WIND --------------:---- = 46,994 in-t 20,615 in-lf = 231352 in-j 0 in-~ = 1.273 in 0.244 in 53,721 in-! 0 in-# : 1. 555 i.n 0.000 in CONEER ENGINEERING JOB DATE SHEET ------------------------------------------------------------------------·------- - PRE-CAST DONCRETE WALL PANEL DESIGN Considering P-Delta Effects DESCRIPTION :TYPE V JAMB ALLOWABLE-STRESSES > f'c : Concrete = 31000 psi > fy : Reinf. = 60!000 p;i ) ?hi: 0.84 ) Sei5~ic Factor = 0.3 } Wind Load = 18. 7 psf > Min Vert Steel % : 0.0025 0.0025 18. 00 in ) Min Horiz Ste~l I: Max. Vert. Spacing= Max. Hori1.Sp@cing = 18.00 in Feta 1 = 0. £5 0.6 x Rbo~-Balanced= 0.0128 CHOICE OF DESIGN METHOD Moment of Inertia: • ----------------------~})) 2 SEAOC "Ytllow Book", Using I-cracked Only Enter -> 1 SEAOC "Green_Bo,:,k" , Using I-er t, I-gross Enter -> 2 ACI _ Eq. (9-7) Using I-effec-tive Enter -} 3 Deflection Determination : -------------------->>> 1 To Iterate P-Delta Effects To Convergence Enter •> To Find Defl. At M!Jment Capacity ,Jf Section : Enter -> 2 ShaH Uniform Lt Be Used Nith Nind/Seisi;;ic loadings ? Y=! N=O --> 0 DESIGI DATA ( Enter All Load~ UN-FACTORED l > Clear Wall Ht. = ... !C .L\J ft ·, / Tot.al iil:d! Ht. = 30 't 1. Ht I Thk P.atio = 48.0 > Nall Thickne;; ~ 6.5 in > Rebar Size '*' ) Reb,r S9acing = ) Depth To Stael = (default = t/2) ) Axial Uniform DL = > Axial Uniform LL= 6 12 in e:.1 r::-. 5 in 4471 pl f 0 plf ) Eccentric Dead load = ) Eccentric Liva Load = > Load Ecc2ntricity = <d\?fault = tn + 3") ) Uniform Lateral L,Jad= ) X-Dist, to Bottom = ) I-Dist. to Top = > Seismic=1 1 Wind=2 --> > Point LcJeral Load = ) I-Dist. fro~ Bottom = ) Seismic=!, Wind=2 --) 600 plf 0 ~l f 6.25 in 61 plf B ft 14 ft 1 { -- 0 ~ 0 ft 1 {-- :-------------------------------------------------------------'--------! I DESIGN SUMMARY SEISMIC WIND I ------------------------------.- M-n * .Phi . MQMENT CAPACITY .. = !?.! qq? • '!U..i.-iri-# 124,892 in~: M-u : APPLIED MOMENTS = 88,426 in-~ 29,367 inU @ TOP QF WALL = 7,219 6,225 OVERSTRESS = 0.0 ~ 0.0 % -I l, I HEIGHT I SERVICE DEFLECTION 170 0 t----------------------------.-----------------------------------------: CDNEER ENGINEERING JOB : . DATE -SHEET N 14 ---.---------------------------------------------------------------------------- - LATERAL LOADINGS W-31! Wt @ 150 pcf = Bi.3 psf Later al W:!l l \H = 24. 4 psf VERTICAL LOADINGS P-Axial : Seis@ic -or-Wind P-Wall ; S2ismic -or-l,Jind Pu-Axial: Beismi'c -or-Wind Pu-Wall : Seismic -or-Wind Pu-Total1 Sei$mic -or-Hind ANALYSIS VALUES As(effl = [ Pu:tot + (AstFy) ] / Fy 'a' = (As¼Fy + Pu) /(.85*f'c-I12) IC I: I a I / • 85 Phi : Capacity Reduction F~ctor Mn = As(eff) * Fy f ( d -a/2 ) Mu = Mn * P-hi E : 57,000 J (f 1cA,5) n : 29,000 / le Fr : Mod, of Rupture : 51( f'cA,5) Section Modulus : (Gross) /foment C;:i.pacity @ Cracking = S * Fr Momen~ of Inertia : (Gro;s) Moment of Inertia : (Cracked) Moment of Inertia: (Effective) ACTUAL MOMENT!: W/ FACTORED LOADS ( Per Cesi~n Method Specified) Basic Moment w/o P -Deita Excess over Cracking Moment Maximum Mid-Height Deflection MAXIMUM APPLIED MOMENT Basic Deflection w/o P-Delta DEFLECTION CHECK -.SERVICE LOADS -Basic ·service Load Moment Excess Over Cracking Moment Basic load Deflection T0!al ~ome~t@ Def!, Convergence SHI/ICE LOAD DEFL. @ CONVERGENCE Wind load * 1. 275 = 23, 8 psf Lateral Wt 1 1.403 = 34.2 psf = 5/171 plf = 11381 • = 5,325 plf = 1,450 n = 6,775 plf SEISMIC --------- : 0.555 in-'2/f t 1.088 in -· 1.280 in 0.84209 = 148,311 in-# = 124,892_ in-# = 311E+06 psi 9. 29 = 213.9 psi 84.5 ir/'3 = 23,141 in-t = 274.6 in-~4 = ~,, ~ I;, I in''4 NA in-'4 SE I 3M-IC = 2.93 in = 2.21 in SEISMIC --------- = .50, 835 in-# 27,69<\ in-* = 1. 402 in 611394 in-# = 1. 833 in WIND -------- 0.555 in"-2 !.088 in 1.280 in 0.84209 148,311 in-# 124,89~ in-# 3.1H06 psi 9.29 273.9 psi 64.5 in-'3 23,141 in-I 274.6 in"4 79 • .7 in"4 NA in'·4 HIND 26! 176 in-# 3,035 in-~ 0.53 in 29,367 in~# 0.40 in· vlIND -------- 20,881 in-~ 0 in-ft 0.247 in 0 i,n-~ 0,000 in CONEER ENGINEERING JOB DATE SHEET -------------------------------.------------------------------------------------ - - PRE-CAST CONCP.HE WALL .PANEL. DESIGN Consid2ring P-Delta Effects DESCRIPTION : TYPE VI JAMB ALLOWABLE STRESSES ----------·------- > f'[: Concr2te = 3,000 p5i > Fy : Reinf. = 601000 psi ) Phi: 0,86 > Seis1ic Factor = 0.3 >·Wind Load = 18.7 psf ~HOICE OF DESIGN NtTHUO } Min VErt Stee.l Z : 0.0025 · ) Min Horiz Steel Z : 0,0025 M;.x. Vert. Spacing = 18.00 in Max. Horiz;Spacing = IB.00 in Beta 1 = 0,85 v,b x Hnow-Halanced= u,V!Ld rloiH,!nt of Inertia : ------------------------>» 2 SEADC "Yellow Book", Using I-cracked Only Enter -) SEAOC "Green Book" 1 Using I-er & I-gross Ent2r -> 2 ACI Eq. (9-7) Us·ing I-effective Enter -> 3 Deflection Determination: -------------------->>> 1 To Iterate P-Delta Effects ro Convergence Enter -> 1 To Find Defl. At Moment Capacity of Section: Enter -) 2 Shall Unifor,~ LL Be Used With ~ind/Seismi,: lo3dings ? Y=1 N=O --} () DESIGN DATA ( Enter All lo.3ds UN-FACTORED ) ) Clear Wail Ht. = 16.5 ft } Total H2ll Ht. = !8 ft Ht / Thk Ratio = 30.5 ) Nall Thi:kness = > Rebar Size '~' > Rebar Soacing = ) Deot6 lo Steel (default = t/2) 6.5 in t: ~ 12 in "$ ..,~ • .:,,t.J in ) Eccentric Dead Load = 408 plf ) EcrEntr1c live Load = 0 plf > Load Eccentricity = 6.25 in (default = t/2 -+ 3') ) Uniform Lateral Load= > X-Dist. to Bottom > x~Dist. to Top = ) 3ei~mic=1, Wind=2 --> 46 plf !(l ft 18 H 1 < -- ) Point Lateral Load = 0 I ) Axial Uniform DL = 2743 plf > I-Dist. from Botto1 = 0 ft > Axial Uniform LL = () plf ) Se.i!:mic=1, ~ind=2 --) 1 <-- :--.---------------------------·-------------------------~-------------: I DESIGN SUHMARY SEISMIC WINP I I --------------I -------------~--- M-n f Phi : NOHENT CAPACITY = 56,177 in-I 56,177 in*I M-u : APPLIED MOMBHS = 25,153 in-li 1 L, 222 • n-J Hlii, § TOP OF !i!ALL = 3,139 2,939 OVERSTRESS = 0.(1 Z (l.0 % I I HEIGHT I SERVICE DEFLECTION = 2,303 (1 :----------------,-----1-----------------------------------------------: - CONHR Et1GINEERH!G JOB DA.TE SHEET ----------·----------------------------------------------·-----------------·-----LATERAL LOADINGS Nall Rt@ 150 pcf = Lateral ~/all lH- VERTICAL LOADINGS 81.3 psf 2·L 4 psf P-Axial: Seismic -or-Wind P-W.all : Seis,]it -or-Wind Pu -Axial: Sei-slf,i c -or-~ind ?1d/ali : Seisr.ii c -or-W.ind Pu-Total: Seismic -or-Wind ANALYSIS VALUES As(effl = [ Fu:tot + (AstFvl J / Fy 'a' = (AsliFy + Pu) /(,85*f'o12) 1 c 1 = 1 a' I • 85 Phi : Capacity Reduction Fador Mn = As(eff) * Fy 1 ( d -a/2) Mu = Mn* Phi E : 57,000 i (f1cA,5) n : 2'3,000 / Ee Fr : Mod. of Rupture : 5*( f' c".5) Section Modulus : (Gross) Moment Capacity@ Cracking =SI Fr Moment of Inertia : (Gross) Mor.,ent of Inertia : (Cracked) Moment i:,f Inertia : (Effective) ACTUAL HOHENTS W/ FACTORED LOADS -------------------------------- Fer D~sign ~ethod Specified l Basic Nome.nt w/o P -Delhi Excess over Cracking Moaent Maximum Mid-Height Defl2ction MAXlffUH APPLIED MOMENT Basic Deflection w/o 1-Delta DEHECTID1l CHECK ~ SERVICE LOADS -------------------------------- Basic Service Load Hoaent Excess Over Cracking Noment Basic Load Deflection Total Moaent@ Defl. Convergence SERVICE LOAD DEFL. @ CONVEP.SENCE Wind Lo2d * 1.275 = Lateral Wt 1 1.403 = = 3,151 plf 792 R = 3,309 plf 932 • = 4,140 plf .SEISMIC · --------- = 0.376 in"2/ft = 0.737 in = o.867 in = 0.86461 64,974 in-ll = 56,177 in-# = 3.1E+06 psi 9.2'3 = 273.9 psi = 84.5 in-'3 = 23!141 in-# 274.6 inh4 = 22.4 in"4 NA in-'4 SEISMIC --------- = 24!305 in-if = 1,164 in-# = 0.13 in 2~, 153 in-~ 0.18 in SEISMIC --------- = 17,747 . " lil·1f = (I in-# = 0.085 in 18,052 in-# 0.086 in 23.8 psf 34.2 psf WIND -------- 0.376 in"2 0.737 in 0,867 in 0.86461 64,974 in-ll 56,177 in-ij 3.1E+06 psi 9.2~ 273.9 D:i 84.5 in-·'3 23,141 in-# 274.6 i-n-"4 22.4 in''4 NA in-'4 WIND -------- 11!121 in-# (1 in-# 0.05 in n,322 in-¥. 0 .• 05 in µ,rno -------- 8,%1 in-# 0 in-~ 0.043 in 0 in-~ 0.000 in - - - CONEER ENGHlEERIN& JG!.! D~TE SHEET PRE-CAST CONCRETE WAU PANEL DESIGN Considering P-Delta Effects DESCRIPTION :TYPE VII ALLO~ABLE STRESSES > Fy : ~::inf. > Phi: } Sei;~ic Factor > ~!ind Load -= 3,000 psi = 60, (H)O osi i).i)6 = 0.3. 1t.7 psf CHOICE OF DESIGN METHOD > Nin Vert-steel Z : 0.0025 ) Min Horiz Steel Z : 0.0025 Max. Vert. Spacing = 18, 00 in Max. Hoti:.Spacing = 18.00 in Beta 1 = 0.85 (l,0128 Moment of Inertia : ------------------------)}) ~ SEAOC "YeJlow Book", Using I-cracked Only Enter -> 1 SEAOC "Green Book" ACI Eq. (9-7) Using I-er 1 I-gro;s Using I-effective Enter -} 2 ·Enter -} 3 Deflectidn Determination : ---------------)}; Tei Iterate P-Delta Effects fo Convergence Enter -) 1 fo Find Defl. A~ M1Jment Capacity of Section : Enter. -> 2 l!ESIGN DATA ~nt.::r ?.11 loads UN-FACTORE~ l > Clear 14211 Ht1 = > Te:tal ifail Ht, = ~t / Thk Ratio = > D~oth To St::el (default = t/2) = 25 ft 2£ ft 46.2 12 in 5 in ) Eccentric Dead Load = 52 plf } Ecc2n~ric Live Lo2d = 0 ~If ) lo:.ld Ect:!ntricitt 6.25 in Uniior~ ~~t2ral-Lo~d= > X-Dist, to Botto~ ~ > X-Dist, tr Top = .> Seis·1i-c=1 r Wind=2 --) 83 plf 14 ft I'\!:" .!.l. i..J !l• 1 { -- } F~int L3teral Load ~ a# ) Axia! Uniform DL = > Axial Uniform LL = 3317 plf ) X-Dist: fri)£l Bc1·ttci.1J = 0 ft 0 p-If > Seis::;ic=!, Wind=2 --> 1 { --: _____ , _________________________________________________________ '. --------. : DES!8N SIJNMARY M-n * Phi : MOMENT CAPACITY APPLIED NG~ENTS @ TOP OF ~-6.Ll OVERSTRESS HEIGHT I SE.~VICE DEFLECTION = = SEISMIC 120· .. 457 i-n-¥. 546 1S7 WIND 1201457 in#l 23,545 in#/ 484 O.b ! I !) :----------------------------------------------------------------------: CONEER ENSINEERINS JOB DATE SHEEi ----------------·---------------------------------------------------------------- - LATERAL LOArrns2 Wall Wt @ 150 pd = 81. 3 p!:f Lateral Nall Wt = 24.4 psf VERTICAL LOADINGS P-Axial : " . . ~e1sm1c -c,r-Wind Seis:nic -or- Seis;;iic Pu-Wall : Seis:nic -or-Ni~d Pu-Total: Seismic -or-Wind ANAL YSI3 VALUES Wind load 1 1.275 = 23.8 ~sf lateral Wt 1 1.403 = 34.2 psf = = 3! t6'~ prf 1,037 n 3,537 plf = 1.152 ff ~EISMIC imrn As(gff) = [ P11:t,Jt + (As*Fy) J / Fy = Q1::Lt ir/2/ft C,.S2Q inA2 '-~' = (As*Fy + Ptr) /(.851f1 c*12) 1.019 iil 1.01'3 in = 1 ,,:,,) • 1. 19'3 in ! ,: f : I ?, 1 / • 85 Phi: Caoacity Reduction Factor Mn= As(eff) I Fy I ( d -~/2) Mu = Mn* Phi E : 57,000 * (J' c-\5) n : 29 10(11) / Ee •• 1., 1n = 0. S5'392 = 140,0BO if?-~ = 121\457 in-ii = 3. 1-E+06 psi 9.29 Fr ; Mbd. of Rupture : 5*( f'cA.5)· = 273.9 p~i Section Modulus : (Gr1:iS;) = 84,5 irr"·-3 Hogent Caoacity@ Cracking =Sf Fr = 23,141 in-I ~o~ent cf In~rti2: <Cr2~~~d) M1:iment of !ue.rti2 ! (Effective) ACTUAL MONEi-iTS WI FAfTGREU LOADS Exc~ss over Cr~ckina M0m~~t Maxi~u; Mid-H~i9ht Da1lectisn MAX I ~Ur! APPL i-ED ~~ME!JT Fts:c D:flection w/o P-Delta DErLECTION CHECK -SERVI.CE ~DADS ------------------·------------- = BL 228 in-# ,.. ... ~ . iiUi 1.D = l"o C',, . L,J.:, li1 0.85992 140,08.0 in-# 1201457 in-# 3.1E+06 µsi 9.29 273.~ psi 84,5 ir/'3 23 1141 in-ii 274,6 ifiA4 76, 7 ir/'4 NA iir'4 0 in-~ (i, 27 i,; 0.25 in SEISMIC WIND Ba~ic s~rvice Loid ~oi2~t Ex~ess Over Cracking Kora!nt Basic load DefleEtion Tota1 MJ1ent ~ D~fl. Convergence SEP.VICE LOAD DFL. @ CONVHSENCE = 57!3?5 in--~ = 34 1834 in-! = 1.517 in = 521460 in-~ = !.911 in 17,694 in-# 0 in-~ 0.193 in 0 in-~ 0.00!) i:i San Diego County Office: 9240 li'ade Place, Suite 100 ICG TM incarporat:ed San Diego, CA 92126 619/536-1102 · September 7, 1990 fax: 619/536-1306 Corporate Office: 5Mason Irvine, CA92718 714/951-8686 fax: 714/951-6813 Smith Consulting Architects 9868 Scranton Road, Suite 150 Chula Vista, California 92121 Inland Empire Office: Attention: 1906 Orange Tree Lane, Suite240 Redlands, CA 92374 SUBJECT: 714/792-4222 fax: 714/798-1844 Orange County Office: 15Mason Irvine, CA 92718 714/951-8686 fax: 714/951-7969 Gentlemen: Mr. Mark Langan PLAN REVIEW McCormick Family Trust Carlsbad Airport Centre, Lot37 Carlsbad, California JobNo.05-8369-001-00-00 Log No. 0-2239 As requested we have reviewed the plans and specifications for the above referenced project with respect to grading and foundations. In our opinion, the plans and specifications are in general accordance with the recommendations contained in our geotechnical report dated August 6, 1990. Very truly yours, ICG INCORPORATED ~~~ Raymond M. Masson, P.E. C44851 Registration Expires 3-31-94 Project Engineer RMM/AFB/pb Geotechnical Services, Construction Inspection and Testing Reviewed By: ~-;,~~ Anthony F. Belfast, P.E. Vice President, Principal Engineer ---------.-------------- WYMAN r-tarch 1,3, 1991 TESTING LABORATORIES McCormick ·Ccinst.ruct:i.on ~507~EmpJre Avenu~ nur~ank, California 01b04 • San Diego • Riverside • Orange • San Bernardino • Ontario • Imperial • Las Vegas 1-800-487-0355 W'l'L, 91-016 Report No. 4 SUDJECT1 Footing E~cavation Observation, .Proposed McCormick Family Trust, Lot 37, 1958 Kel].ogg Avenue, Carlsbad, California. ., ·, ~ \ •' ! .. REFERENCE: 1) "Geoteclm:i.cal .Evalt:i.ation and Compaction· -2) •ees t.::i.ni;J, Site Hegpad.i.119, carL=:;bad _ A:l:rport: Center, Unit No. 2, Lot 37",· Prepared by GeoSoils, Inc., dated.December .LL, 1990. 11 l•'onndat.lon ·r.nvestigation, Ca.r.lsbad A:L1::-po:r.t Center, Unit No. · 2, Lot 3 7 11 , Prepared . by T.CG Jncorporated, dated August 6~ 1990. Gentlemen: This letter has been prepared to confirm that we have observed l:11e cont.i nuous and .i.:,rn.l.uted footing excavations for the subject pr:o:iecl:. our observHt-:ion .i.nd:lcated that: a) . b)' 'l'he soU: condit.i.ons exposed in. the 1:oot..i.ng excavations do .not d:U: fer from. the conditions. antJc_Lpated ih the preparation of the :referenqed repo·t"ts · prepc1red for the subject development. 'T'he depth and w.i.dth o:f the footing . eY..C!c\Vations wer.e found· to comply ·w.ith the recomm~ndat:;:ions presented in the· re·ference<l r~port~ and the str1.10tural plans for ·the-· . · suh:i ect ·c1eve:i opinent:. All foot:i_ngs w:i.11 he founded on a . s11 it.able bear.i.1rcJ straturn. c) .A·t l foot.i.ng oxc:dvations are into compacted f:i.11 or firm natural 9ro1mct. d) The· foundation · re·commendations·· presented in :-the referenced rep01:·ts have been oomp·.l:i.t~d with. 13230 Evening Creek Dr. S., Suite 218 • San Diego, California 92128 • ( 619) 486-0354 · 1: 'I I !' ·I l .. , WTL 91-016 March 13, 1991 Page 2 If you should have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, WYMAN TESTING LABORATORIES ~6_-:Y~ Ronald s. Halbert, R.C.E. #42204 RSH:jly cc: (6) Submitted (2) Jobsite (2) City of Carlsbad, Building Inspection '·:-.i-. , .. L 11· t . 1~-· ii" f !t· ,, . iJ ;~ :j :, ·i ·, :! • ' ij ,. ', !i I' ii I' . ~ !I :j ,I. '! ,, ii I'. - I I i 1· ,. H !! ,I·•- 0 Prindpal 0..lgner, The proposed building wiU be in 1ubs1anlial ccmplianc:8 wilh lht Califomia SIJildng Energy Efficiency Standan:ls , providod it is built acccrang to Che plans and specilicalions and provided lucura improvements are o:,mpleted accorang 10 lhe requirements lndic.al&d on thi1 Cenilic:aia of Compliance, The plans and spacificalions have been prepared co include all significant energy conservation features required for compliance wilh Che Scandan:ls. Building areu Chat are unconcilioned andlot not subject 10 Iha scandards are indicated on lhe plans. N I I 'eJ?l1tb C0os1,J ting Atcbitec;ts Performance Requirements C F-1 B For Enlorc:amenc Agency Use Cnry Building Panruc Number Plan Checked By Field chic:ked By Approved By <tT~1 MONARCH STREET Address GARDEN GROVE,. CA. 92641 Gtn~ Reference Date Oats Date 1 ~or Multi-lenant sheU? • • • f..lo 2 CEC Occupancy Type , , , • T L -r2. Pff"I a:. 3 UBC 0cc. Group/Division • • • 1"" '@:-'2-- 4 Climal8 Zone • • • , • • • • 01,m,1 T -I . 7 ~~~lions Th~di~':1>' on ~f:N~e~ta~ o~the ~'t!s~ 5 Conditioned Floor Ania • • • .,vrnr-r-I 91 ~7 st spec:ificalions shall· apply to iu1Ute--altorations;-1.1nleu··complianco-is---0 --,,,n·tondit1cned' Floor Area ; • .___ 0 st demons~tod ~aw and _a new Ce_rtific=ts ol Comp_lianc:e is submit1ed. A 7 8 Mat Taote (fr Standards) t-f::: c. .Z -t.?'7_~ copy of lhJS Celtlficaia will be retllned and transmitted to lullJta tenants, u...., · • ~~- subS4quent owners or others with responsibility for making improvemonts a All. Ener;, Eludget (WS-1A) • . W4--I ,A. • ~. kBtu/sl-yr :;~~<;1~:~~ef;11b~il~n~itl~ ~~if:~~c:':te~':~~ n~e:J~~ 9 Calc.Metr-:d CEC Code/Date ?90 · z_o H ~l?)e, areas are indicated on the plans and, i~ these are~ are condilioned in Iha 10 Multiplier ••• , • , •••• l{:: c... ~ ~:'ti ~:r:ust be made 10 eomply.-w11h lh~ applicable energy Slandatds 11 Calc;ulal8d Enorgy Use , , • Q ITT\lf-i ~ kSltllsf-yr · • /.. Envelop• Require:menta ~~~~~~~b::~~Q;~~_:~~:t.~~~~~ '.~t\~-12 Average RooUCeiling Rt • • • Cf -1.. n:.11 h-F-sl/81u 13 Av'erage E.11erior-Floor R1 •• ·± ~ h,F,sl/Stu 14 Average Ooaque WaU Rt • • • f;z, i'& h,F-sl/81u 15 Glazing Area in Wall •••• ..c,rn:fUr-1 ~ sl euy, p Enforcemenl Agency, The ptoposad building, and fucure alterations wiU comply wilh Iha California Budding Energy Efficiency Standards, provided lucure altsralions meet Che requil'llfflents indicated on Chia Cenilicate and all appli~le manda10,y measures, as long as Che building oc:cupaney l'f PG remains unchanged. signatur,, ate Agency Address c11•11s1a ia7Zi p 16 Average SC (Wall glazing) • , PUlB[f-1 ~ 17 Glazing Area in Roof , , • , •. ___ ___ sf 18 Average SC (Root glazing) • • -- UghUng Requ1rem1nta ~'{ et...ev~CAL- 19 Allowed Y."ola Building LPO • e+-.J~,14.~~ waits/sf 20 Allowed c.:mmon Areas LPO • $ + watts/sf 21 Allowed Tanant Space LPD , • watts/sf 22 Package l.,-hling Reduclion , -..---watU/sl 23 Lighting Ccnb'ols Requited? , ._____ :::J,.-(YIN) Uechanlcal Requirement• ~Of" ~G.-L.$-f"",bCt::,AG,( 24 System Type , , , , , , • ~L£C · lli--ll 'IS 25 Uni1FanPowar, , , , , ff-IX' cr:-fx watts/elm 26 RatedCoolingElficieney. , '$ $ a--l~units) 27 Raled Cooling Capacity , • , =±1un~ts) 28 Ratod Heaong Efficiency , , • (urutsJ 29 Raled Heaung Capaal'/ • • ·--r-----+-(un1tsJ 30 Economizer cooling? • • • • f V (YtN) 31 CF•IXArtached?, • , , , , • y (YIN) ----------------------------=-------------...... ==:=:= PaQt _J_ ol J.e_ EEM Form Revised Septamber !Dal .,._ ~~>-f". J )! Certificate of Compliance (Part 2.ot 2) Performance Compliance CF-i E M~e:h:1 I~ f5AM I LY :(gt.l~f" B(J;/°i ~ P'9lect Tide Oare o/Ceru r.e H.HENRY HIRSCH & ASSOC. (714&638-1124 Ooaunencaaoo AuinouFum felep ne e,7~~ ~-F. Corid.Fir.Area 1,,.rz c::r-'l=-1cie-cEc occ. Type F°' Enforcement Agency Use Oily Plan checked By Date Note. More than one Part 2 may be submitted, but aJI must rel8!81'1C8 the same Part 1. The person responsible for design compliance lor each major builcing system ael<nowledges the l0llow1ng compUance statement by signing the appropriate space below. Compliance StatemenL The pi0po$11 building_ imorovements substantially comply with the requirements indicated on the Cer1Jticate ol Compliance tor this building, datad ~ I'?/ .::i !7. The plans and specifications include the significant energy conservaoon features and the compUanc;e documentation IS eonsista"' w1 e pans and specifications. · Envelope 1 Average Rool/Ceillng R1 • • Allowed Propoaed t4A ·z:~ ·1:Z 2 Aver.age Exterior Floor Rt , 11. f?l, 3 Average Opaque Wall Rt , • 4 Glazing Area in WaJI • • • • 5 Average SC (Wall) • , , , * :ffi 6 Glazing Area in Roof , , , 7 Average SC (Rool) , • ':, - O!her requirements: Lighting 8 Basis of Allowecf-L?O • Allowed Propoa.d 9 L?O,,,,,,,,,, , __ _ 10 Package Wghling Reduc:lion...,. __ 11 Aqustad LPO , , , , , , ..__ __ 12 Lighting Control Creats? , , O!her requirements:· ······--- Mechanical Allowed Propoa.d 13 Unit Fan Power. , , , ;NA ~-I x 14 Rated Cooling Efficiency , $ t 15 Ratad Cooling Capacity , • 16 Ratad Heating Efficiency , , 17 R~tad Heating Capacity • 18 Economizer cooling? , , , _..,..._ 19 Sim~lianeous heaVccoJ?·, , N . · N . Other requirements: h·F-s£18tu h,F,sl/Btu h,F,sl/Btu sf sf watts/sf watts/sf watts/sf (YIN) Eitan1omprcvements NJ!i;fffi!e Sro1tb , owner , sm,tn consulting Architects eq~~6S Scranton Ro~d. Suite iso A~ess 5a~ Oieqo. Californ;a 92121 eiitg~!rfi2-3188 Cll, 7_01 . Telephone Cal. License No. Enforcement Agency Eitenl ol lmpro•,,,ments Plans dated $1gnaw,e Name/Tide · Company C1tyJS1aialZip Telephone Enlo,cement A99ncy .. ame I e Date Specs dated bate Cal. License No. Oar.e H. -HENRY HIRSCH AND ASSOCIATES l°f§~i MONARCH STREET Address GARDEN GROVE, CA. 92641 C1tState/Zip ( 14) 638-1124 M-19965 fe ephone Cal. Ocanse No. Enlcrc:ement Agency bate -.. EEM Form Rev1Sad Soptembar 1988 Page _3._ ot .l.~ . Certificate of Compliance (Supplement) Adaitlorial Requirements CF-1 X i'. ·. '1' -------------------------------- . { . •• ! For EI\IOl'Cemtnt Agency Use Cnly Plan cheaia Sy Oata - -M~J-L4fJ·ft:::;Al::-· . Pt:il2-FO~J./IAfJ~~ ·. ·. ~e:&Eif~N1~FJ,.c:, . . . . . tJuli' . ·--~,~ ~,-w AA,ez:, UJ-ttr ~),JJ C::a:,t..I!J4r. ; . i--~t:..t~. ·.~·rn-t~ . I.Jo. rawett-* t!:fflCI~ ~.ACl1Y l:::rf(Gt~· ~-rr,;,/c'fiJ.) oez:::a:.j:.··-~·c~~TU) .... -Ac·-I' . t'-~ b.i;. '2?;,/b · P-18' x.,-"Z-"-~ ~.St .. . ;.r;;._ 4-.. ~ ~g,o µ:,-~;4-G O·'f-1 R/, fp 14-1, o p.&70 AC."'v, i Q.s;-1 a;-!? .flb .,o .. , p_po ,, . - .. ~Ulr'M~, ~,l~ar5 cSUMMA~Y . F~/ .~ie::t::1 UIJIT 1-.!o. ' I · 1-10$-AUJ>J.,. ,.~~e ~~. ·~~ .. WA1iJ.&l~ C.~M) Ac-,. ~-0 ?!?Z-e,a:::, Ac-Z.. -~.t? .. ·,1-zoo 540 -Ac--_3; 4-;; 4.0 (p5(;) I c,oo Av-(p, 7· i;;: 0 1010 1-,,0tJc:> ~Uif'tlf .. :· ~-reo · .. ~- H~1l~ HM11tJ61 ~(:Z~ ~~11;( ·.,Jj~ . ~t¼ ("e,-ru')· c~~,v, CYeh/tJo) ?l, 0 4P. &? No ,tE,.-0 ~(J.-/J j.q,i. CJ -...-z.d-o.o 1 '],liJ. D. lt,~.p / .. - .. * UI-J IT t:=:.PJJ . P<::?V-1~ : (~1'1"6/.:::FM) p::;.s..J.J/e,L-oV-t~ W4,.ff4= Atl!-tsl..O'N CcF-M) Pao•-3...or I~ :i . · Mandatory Measures Checklist MF-1 For Enforcement Agency Use Only Plan Chiiaad Sy Date This ChecJc.Jist is applica.ble 10 both First and Se<:end Generation Nonresidential Standards Compliance. Envelope Measures . Reference in Cons11Uc:tion OociJmenlS [ J Certified insulation matarials pet 2·5311 (a) , , , • • , , -+-- [ J Insulation installed to meet flame spread and smoke densil'f re~itaments ol 2·5311(b) , , • , ••. , • , , ·-+-- ( J Urea fonnaJdehyde foam insulalion is installed per 2·5311 (c) • • , , , , • , , , , • • , , , , , ( J Retrofit Insulation specified as per 2·5313 • • , • • • • __ _ ( J >Jr lntillratlon is minimized !)y speciticaaon of lasted manufacturad doors and windOws, proper saaJing and caulking o( joi{lts and openings in extenor walls, and weatherstnpl)lng as per Sec:uon 2·5317 , • • , • • ' I&"' ( J Photocell sensors with a dilfusing cover and no opaque cover per 2·5319(e)5 • • , , , , : , ( J Manufacturer's instnJetions provided for installation and calibralion per 2-531g(e)6 •• , •••••• [ I Proper installation ol controls induding sensor locaaon. canilicalion of initiaJ calibration and control of lum1na1Tes Referenc:s 1n Construcuon Documents only within daylil area per 2.531g(e)S •• , •••.•. __ _ ( I Visible or audible mallunclion alarms per 2:5319(g) .•. __ _ Occupancy Sensing Devices (when · applicable) Lighting System Measures S'( ~t.ec..~ CAL[ J Visible or audible malfunction alarms per 2·5319(9) . , • -t--- '!:;NG,f N,~j2. [ I Umitsonemissionsperexceplionsto2-5319(e)·... • V' [ J Certified luminairK/baJlasts per 2·5314{b) • • ••• , , [ J -Independent control w/ enclos.ed areas pet 2·5319(a) • , [ ) Manualswitc:hing readily acc:essil:lleper 2·5319(b), •• ( J Reduction of lighting load IO at least one half per 2·S31Q(c). Occul)a!ICY sensors or programmable timers mealing CEC critaria may substill.lta • • , , • , , , • [ J Separataswitc:hing of daylit areas per 2·5319(d) , •• , [ J Separate switching of dis play and valance lighting in rat.ail and whole5ale IIOl'H pet 2•S319(h) , , , , , , ( J Au1omalic control of display liQhling in retail and wholesalesiores per 2·5319(h) , • , , , , , • • • . ( J Tandem wiring of one-and lhree-lamp luminaitas per 2·S319(1). , , , , , , , , , , , , , , , • • , , , Dayli,ghting and Lumen Maintenance Controls (when applicable) . 'it' ( J Uniformly illumination reduction to one-haJf per 2·5319{e)1 , , •• , • , • , • , , , , , , , , , --- [ ) FUcker free operaaon and no premaiure lamp failure per 2·53"19(e)2 , , • • • • • • • • • , , , • , • , , ---1 J rimedelao' to prevent undesirable cyding per 2·531 (e)3 , • , , • • , • • • • , , • , , , , • ---. . [ J Step switching devices with saparalion belWHn ontolt sanings per 2·S319(e)4 •• , , • , , ; , . • , , EEM Fonn Revised Septamber 1988 HVAC and Plumbing System Measures [ I Piping Insulated as required by 2·5312 •••••. , • . - [ J CerlifiedHVACequipmentper2-5314(a), •••• ~: AC--.-Z.. [ J Certified _plumbing equipment per 2·5314(a) • , • • • • ___ _ [ I Heating and cooling equipment efficiency per 2·5314(b) . Ac~ Z. ( I Pilodess ignition of gas appliances per 2·5314(c) , ••. __ _ [ J Au10maric controls for off-hours per 2·53 I 5(a} t • • • • • A.c-'?, [ ) Thermostat set pointrequiremenlS per 2·5315(a) • • • . bC, .. .,,, [ I . SequenliaJ control of hearing and cooling per 2·5315(a)3 Ac -"" [ I Automatic exhaust fan dampers per 2·5316(b) • • • • • A:: -:1-- ( I Thermostat controls for each zone per 2·5315(b) . . • . P..C -,z.. [ I Ventilalion provided per 2·5316 and 2·5343 • • • • • . Ac. -·Z... [ I Ventilation and recircularion air quantity inlonnalion provided per 1403(b)3 , , ••• I I Heaters for domes lie hot water ancVor pools per 2·53, a . __ -_ Page_.1.o, lo . f::nvelope Summary r-orm & VVorksheet (Part 1 of 2) . CF-2 . Roof A Roof Type l Tow B C Area Proposed A-value 5z.~I ,z.-:; -1, e,-z.e,1. Tolal Average A-value Glazin·g in Roof A B Type North --------. . I Exterior Wall Area B North 'Z-11~ C East ----- C East ,z.q 4-4- EEM Form Rev1Sed September 1988 0 Area/ A-value '?~~. 7 I I I ! I I I -:,;-<,. ,; ~? -.11 I ColS/ColO 0 ' E Surface Area South West -------:--_ 0 E Surface Area Soulh West z~4-b z-4ol For Entcrcemenl AgenC'/ Use Only Plan Checked By Date Floor Area/Soffits A B C D Floor/Soffit Propcsed Area/ Type Area R-vaJue A-value I 7?8t5 ,,.s;z.. c.,,4,-1. I . Toial 7'38~· Total c,41., · Average A-value I II, ~2.-1 Col 8/Col D F G H Horizontal Total (Ail Proposed Prorcsed U-value ~ r---__ . -r---__ -----------Total F Total C,0CPb Page_!_ot~ Envelope Summary Form & Worksheet (Part 2 of 2) CF-2 For Enforcement Agency Use Cnly Plan Checked By bate .. Opaque Exterior Walls and Doors A B C 0 e F G H J K Surface Area Proposed Wall Requirement . Wall North East Soulh West Total Heat A-Value R-Value Type (~) (Ae) (A$) (Aw) (A1) Capacity (RI) At/Rt (Rr) At/ Rr I S,~G, 7?J? 11v'1 -icqq &J l'?.,ZG, '2-. ct" 101:;,e, \ t,,. 1.-l?;b "),BJf:, I. I I 11. ;?? ·"Z-7.(? \ '7-; 1'?2-~ '2,,Cf 4-4-7,-'7 '4 4-144 ,.42) I I . 1..,1., Mv•1 \ \ . \ ' \ \ \ \ Totals Wt,I 'Z-q 't"'f lt.-'17 11'2--"I g:, o '?, I Total T4-v'7, 7 Total \ ! .. Weighted Average A-Value ProposeW 1 ?. I ~ Glazing in Walls Col F /Col I Col F /Col K A a C D e F G H J K Surface Area . Glazing Characteristics Weighted Averages Glazing North East Soulh West Total Total Area West Area Total Area Type (An) (At) (Ad (Aw) (AO U.Value SC x U-Value . xSC X SC I 11 -t--1~;; I r.,11,,, I f39 1,·P~ 1·?4 't,, () () 0. z. ')1-8,. ~ !t'J-:J,4 , Totals I I '2--10?1 .l, 11,, lt'l7 Totals i,ooo. -z. "Z.,y8}.; (,1-"J .q SC Adjustment Notes: Averages i...l --i...l ..:.· Q"t~~..:::O~· .;..~4..:.....i.l_.;_0 ·_:?:...:1wl Coll/Col F ColJ !Col E Col KICot r U-Value West SC Total SC . ""' ' EEM Form Revised September 1988 Page~o,__12 Construction Assembly Complianqe Form CF-3 For Enforcement Agency Use Qily 0 Pian Checked By Date General Information 1 Assembly Type and Number .••• · .••••..••••..•••..•••.....• , , .... 12.0of: I 2 Framing Type • • • • • . • • • . • • • • . , • . • • . • • • • . . . . • • • , . • . . . . • . . . ~g? 3 Framing Size • • . • . • . . , • • . . . ; . ; • . . , . . . . . • . . • . . . . . . . . . . . . . .__-__ 4 Framing Spacing • • • • • . • • • • • . . • • • . . • • • . • . • . . . . . • . . . . , . , . . . . __,,.__,....,--inches 5 Insulation in Cavity ••••..••..••. , ••.• , ••..•...•••..... , . . • . . . f?-14 F-st-hr/Btu 6 Effective A-value of Cavity/Framing • • • • • • • • • • . • . • • • • . . • • . . • . . • . . . . . • . I:, · O F-st-hr1Btu Sketch of Construction Assembly List of Construction Components A· 2 3 4 5 6 7 Desaiplion ~u,vr-up !20cf: 8 Total A-Value w/o films •• : ••• , , • , , , , .• 9 Inside surface air film • • • • • • • • • • • , , ,. • 10 Outside surface air film , • • , • • • • • • • • , • 11 Total thermal resistance (Rt) • , • • • • • • • • • • 12 U-value.(1/Une11) •••••••••••••• , • EEM Form Revised September 1988 B A-value 4'.?; 14 . {)C) o.~o ~'2 .oo (I .4z_ ·O. Z,7 2-? · 11 (J. _01 C Wall Weight (lb/sf) o_ . Specific Heat (Btu/F·lb) Total HC E HC Col C x Col D (Btu/F-st) Page 7 of /e, -- J. ___ .., ____ -· Construction Assembly Complianqe Form CF-3 For Enforcement Agency Use Qily Plan Checked By General Information 1 Assembly Type and Number .•• : ••••..•..•...••....••............ f kt>cf-1 2 Framing Type • • • • • . . • • • • • • • • . . . . . . • • • . . . . . • . • . . • . . . . . . . . :iPD ..Jo,~,- 3 Fraining Size • • • • • • . . • • . . • . . . • • . . . . . . . . • . • . • . . . . . . . . . . . . • ~ 4 Fra.rning Spacing • • • • • • • • • • • • • • • • . • • • • . • • • • . • , • • • . . . • • • . • . . i 4--" inches 5 Insulation in Cavity • • . • . .-• • .• • • . . . • • • • • • . • • . . • . . • • . . . . , . • . . . . F .. 14 F-st-hr/Btu 6 Elfective A-value of Cavity/Framing • . • • . • . • • • . • • • • • • • • , • . , • . , . , . • . . • . :} , I O F,sf-hrtBtu Sketch of Construction Assembly List of Construction Components .A -:.I , Oesaiption ~£)' fl.::Ylt'-ioop 2 jz.-1q rN SIJ LA-r I CN 3 Air? <;p~ " ~le/ u:te. eo. 5 6 7 8 Total A-Value w/o films •••••••••••••. • 9 Inside surface air film • • • • • • • • • , • • • • • 10 Ouiside surface air film •••••••• , , •• , • B A-value p.7§!;. 10-~G .(J. 4'2.- . 1:7:1-'5 11 Total thermal resistance (At) • • , • • • • • • • • • 11 · ;; Z... 12 U-value ( 1 / Une 11) • • • • • • • • • • • • • • • •. __ {)_, O;...-.... q __ C Wall Weight (lb/sf) 0 . Specific Heat (Btu/F·lb) Total HC e HC Col C x Col D (Btu/F-sf) Date EEM Fonn Revised September 1988 Page..l_ot~ . ·:.:.:=-:.-.-.::::·. Construction Assembly Complianqe Form CF-3 For Entoreament Agency use Oily 0 Pian checked Sy General Information 1 Assembly Type and-Number • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • v-l.ALL -I 2 Framing Type • . . . . . . • . . . . . . , , • . , ·. . . • . . . . . . . . . . . . . . . . . . . . rv1 ~ 1..A L ~~ 3 Framing Size •.•.••.•. , ~ • • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ~e, '' 4 Framing Spacing • • .. • • . • • • • • • • • . • . -. • • . • • • • . . • • • • • . • . . . • . . . . ___ incnes 5 Insulation in Cavity • • • . . , • • . , • , . , • • • • • • • • • . . · • • . • , . . . • . . . • . . . . ____ F-s1-hr/Stu 6 Effective R-vafue of Cavity/Framing • • • • , • . , . • • • , , • • • • , • • , . • . , • . • . . . • . F-st-hr1Btu I• ... ,.. . t . ·J Sketch of Construction Assembly List of Construction Components 2 3 4 5 6 7 A Description C. 1/f: ,, C-Ot-Jct?:§TE:- B R-vafue {). t;tJ . a Total R-Vafue w/o films • • • • • • • • • • • • • .• ____ I_• _q_--,_ 9 Inside surface air film , • • , • • • • • • • • • • •. __ t?_· _&_b_ O. z '? 10 Outside surface air film • • • • • • • • • • • • • • _....;.......;... __ , 11 Total thermal resistance (Rt) • • • • • • • • • • • • __ ?,:;;._. _q_o.....- 12 U~value(1,/Une 11) •••••• , •• , ••••• ··-~()_, .,;.~_4-_ C 0 E Wall S~cific HC Weight eat Col C xCol D (fblsf) (Btu/F·lb) (BhJ/F-st) -,i.1i. t). 1.,,0 14· 7~ -'7,. V) ~. -V(,::, (), (; t!J Total HC Date EEM Fonn Revised September 1988 Page~of~ Construction Assembly Complianqe Form CF-3 For Enforcement Ag enc, UsQ Qily Plan efiiiaia Sy - General Information 1 Al$embly Type and Number , , , ~ , , • , , , , , , • , • , , , , , , , , , , , , , , , , , , , , , r:1,6.L..L -l 2 3 . ' s • Fratnfng Type • f • ' •• I •• ' • • • • • ' • • • • • • • ' • • • • • • • • • • • • • • • • • • ' --- Fra,nJng Slz1 • • • , , • • , • , , • • , • , , . , • , • , . . : , . • • • • . • . .-, . , . . • . ----- Ft'ltl'\lng ~acing , , , , , , • , , , , , , , . , • , • . , • • , , , , , , , , • . , , . . • , • , , -.----.-inches Insulation In C«vi!'f • • • , , • • ,. , , , , , • , , • ,. , , , , • , , , , , , , , , , • • , , • • , , P -I O • 4-F,sf,hr/Btu Elft<::ttit R,valut of gaviiy/Framing , , , , , , , , , , , , , , , , , , , • , , , , , , , , , , , , , , I tJ · .f F,sf,hr/Btu Sketch o·r Construction Assembly List of-Construction Components A B C 0 E WaU s 'lie HC We' hi ~I · Cole xCol o Oesaiption R-value (lb/11, (Bb'F·lb) (BIUIF-sl) 1 1-1/-/ E:1~17. 1~Wt...,b,norJ I t1, t 0 o.e? tJ. 't-0 P, 17 2 ~.At-lorzeL. G,L-,'1.$! ti. 1,,.() J, {,, CJ, -i.e.-o.~~ 3 ' s • '1 .8 Total R,Value w/o films , • , • , , • • • , , , , , 10·. vo Total HC I I I I 9 lnsidt surface &Jr fwn , -. , , , , • , , • • , , , • o. v8 . 10 Outside surlaoe air film , , , • , • • , , , • , , • az-. i-..r 1-1 Total lhermal r1slatanc:e (RI) , , , , , • , , , , , , _ JI, &.3 12 U,value (1 /U~ 11), , • , , , , • , , , , , , , , Q. ~j Page JL. of~ Construction Assembly Cornplianqe Form CF-3 . . for Enforcement Agency Use Cnly 0 Plan chiiaid Sy Cate General Information 1 A.u.ltnbl)' Type and Number . • • • , • • , • • , , • , • , , • • , . , . • , . • . , . • • , • • .-, rJA LL.. ,. '!1 2 Frarnlng Type • • • , , • , , • , • , • , , , , • • , , , , , , • , , •• , , , , , • , , , , , . . fv'fWL,... 2fUDS 3 Frarnlng Slz.1 , , , , , , • • , , , , , , , , , , • • • , • • , ; , , , • , , , • • , • , , , , • , • & 1' ·, Fra,mlng Spacing • _, , , , , , • , , , , , , • , • , , • , , • , , , •• , , , , •• , , • , , •• , '2-µ, inch&$ 5 lnaulatlon In Cavil')' , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , r? ,. I j F-sl-hr/Btu e ElfedN• R,value of CaviiylFraming , , , • , , , , , , , , , , , , , ., , , , , , , , , , , , , • , , , tP · C. 4-F-sf-hr/Btu Sketch o·t Construction Assembly List of Construction Components A B C 0 e Wall s 'fie HC Weigh! ~I · Col-C x Col 0 1 Oesaiption R-value (llisl) (BIUIF·lb) (Btu/F-sl) 1 9tp G,"'{P. '71?· CJ. l.,'Z, "'2,,(.,,,0 C).y~ o-v~ 2 -f: -l I t ;:I~ L-A-r,o,-.1 ~-c,f 0. ~, 0-~~ ~-1-Z. 3 .Allt:. ~P..c.e () . t,'==1 ..... - ' s Lt>11 c.,::i:: E· j:!;,J?-· . e.-6, 1,. ,z. . t., e, 0 -~C,.. 0. G,/!) s • 7 . 8 Total R-Value w/o films , • , , , , , , , • , , , , IC>'-71 Total HC 1-4-.e, 9 Inside aurf101 alt film , , , , , , , , , • , , , , , 0. {/f; . f2. -Z,7 10 Outside aurfact air film I •• • ' I I I I I I I • I ' 1-1 Total lhermal resistance (Rtl , , , , , , , , ·• , • • I I . t,f.? 12 U,value (1 / Une 11) , , , • , , , , , . • , , • , , , . p. t'~ I Pao• ..LL.. 01 J:z.. .... . Energy Budgets Worksheet WS-"1A ~~kW!Y HIRSCH 1 & ASSOC •. e,-1~--~" Fot Enforcement Agency Use_ Cnly Ooc:umantaaon Auaior1Fim, Oaia PianCheckiiday Summary Data S.COnd Genarallon Sr.andarda Occupancy Typea 1 Ccndid~ad Flcor Ania • • • • • • .• , · • • • , , • , , , , • , • , • , , , • , , , • , • , , • , • • 2 Total Allowed Energy Use (MMBIU are Stu x 100) , , , , , , , , , , , , , , , , , , , , , , , , , , , ,3 Energy 8udi1at (UM 2 x 1000 / Line 1) (kStU·• Btu x 1o3J , , , , , , , , , , , , , , , , , , , , , , , • Ftrat Generation Standard• Occupancy TYP" v} I ~7 sf I 'J.-11, V MMSn.vyr I ~~ , Z kSW/yr-sf , Condidoned Floor Area , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ~ sf 5 Total Allowed Energy u,e [MMSIU are Btu X 1001 • • • • • • • • • • • • • • • • • • • • • • • • • • • MMSn.vyr 6 Energy Budi1el (Unt S x 1000i l.mt 4) [kBtu. Btu x 103) , , • , , , , , , , , , , , , , • , • • , • • • k8tU1yr-sf Second Generation Nonresidential Standards A 8 C 0 e F G H J K bate L Condidoned Cond. Cond. 1 t, hriM Adiustment Adjusted Allowed Floor Area Parimatar Araa to Energy 'Mowed. -Energy Ener8i Oceupaney Descriprion/ by Perim. Budget LPO Pkg.A (H•I) Budget (Kx Type Floor, Per Total Par Story · Ralio (kSIUI (CF•S) LPORqt. x38.0 (G-•·J) 1000 Occupancy Story (0/E) (yr-sl)J , MMStU/yr L, ... IZ-~lef f'lrt'cr:i=W-81v fi;7t; 14-4 -(p,081 ,4-~ I. s; 1·5 I> 14-t--11, 1.q t..--'~PA'1~, 4-'w tJi::-i.~ l~ll, 181<-llPb 10,e.1 14l, I+''-' 1.,/J,~.J .,,. rz_. OW,lt' ~~~~ 1~'3t ,~~4-74, 41.0 I i.t1 q-u, lb!,.~ . r,/tJ ~&,. t;1r; a1; · t,o ,4-. ~ 1°1~ l?b. 11-0,_e> ~oun,I ~~ IOPO. I ~00 l,fJ 11/,vi l~I I ;1 I~ I. o UfJf:Ji' lf>6~ 1t;~b 14'1 jt..~4 14v 14-l. 1,,7'7. " .. / 11-l'(". r-A~ . 111,,,,/J 11z,e, I 0~ 10,1? 14-e, ... , .. ~ ' ... ,~ 1c,4'. 7 I . . . Total Cf I ?,1 Total Allowed Energy 1'2-11,(, First Generation Nonresidential Standards A a C 0 e ~ Condilioned Energy Allowed Oescriplion/ Floor Budge! Energy Tyi:?t ~ Area (k8tU/yr•sl) (C x oy,1000 --r---,....___ ~ r-----....... ............. r--.... .. ~ Tolal . Total EEM Fonn Revised S1p1embet 1GSS Paga ..L!:. of I°?. ---··-~.... -~-:·~--~~!-, ~-··-·-· . . ........ ·-···· .. ··--....~-·-:.~:-....... .;,~· : .... ~- -· ·-· Whole Building HVAC Worksheet (HVAC Power Indices) WS-4A M~lC.,ll-'fe+A I L---f :lf?Y<?1" For Enlcrc.menc Ageney use Cnly ~RY HIRSCH & ASSOC. !!,/,~ /qo Ooc:uinen1&11M Au&,7Frm · bai, ' Plan Ch&d Sy Oaui Summary Data ' 2 CondidonedAcorArla ••••••• ,,,, •• ,,,,.,,.,, ..... , , ,-••• , •••••••• ~1?7 Total Fan Wacs During Ptak CooUng Condidona (from W0<kshHts below) , , , , , , , , , , , , , , , , • 4 · 7!!3 tiZ kllowatts Wansth2 kStulht BtuAv,h2 kSl'IJA\r Btulhr,lt2 3 Fan Wa~ Index (Une 2 x 1000 I Un• 1) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , • 0 • zi Total HVAC S)'1111ffl cr>e'Vf Curing Peax CooUng Concidons (lr01'11 WOl'll.sheets below) , , , • , , , , , , , ? =3~, 7 Coolinq Pow.t Index (U~ 4 JC 1000 / Un, I) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ;1; t'J!;O] Total HVAC S)'1111C'q Ent'Vf Outing Peak Heall/lg C011cidons (11'01'11 WOl'll.shuts below) , , , , , , • , , , , 24 '4 Ht&linq Pcwtr Index (Lint f JC 1000 / Une 1) , , , , , , , • , , , , , , , • • , • , , • • , , , • , · , • {p ~ • . ' $ • 7 Fan Energy A Equ~nt a Ceccriocion :At'..-·~::::uf-1-'t-Y Al 1Z- ~c.-· :l,. ~-~ .4-. ~ N..-(1,-J ' ,. C 0 Brake Horsepower Cooling Huling o.g~ ~.I;;; (!!'). 7.'7 P,7i;_ . Heating and Cooling Equipment A B C 0 E F Motor x Orive Efficiency Cooling Heacng n. /,,t,,. ,b. -?-o .n . ..,.,_ O, -,,.,_. E F G H J Ptak kilowatts 11.,onversion Number Factor Fans Cooling Heaang 0.7"6 I () .. ~7 0.7"6 I ,~. :,~ 0.7"6 " -._. 4 1? 0.746 ":2-. ;~ 0.746 0.746 .. C "Jo 0 ·.iG 0 ·.sG o ·.:a 0.:'46 0.7~6 Total Kilowatts ff. 7 t6 I H J Cooling Heaano Eq~tnt Otscripcion Oeaign Output EHicitnC/ na AJFanaFtcm na WorkshNI Above ~., lt'..-~f~_.ecrrz,i,, '2 ~ ,.~ ~.;. Pte.--. .I h ;;, A-;,..,i;, !,,/" __ ,;,; -4-t:; I lb .o -~ Pli' -,~ ,-, ·..t, IP I).~ !>.? ,· . Comersion Sour~ O0$,<;n Fat:10( kS~r 01.·:,11 ElfiaonCf 10,239 na 7,, ~ .. ., 4-0.0 .c. ,:i,• ""' -,. ,0 ,o ... ,. 11~. . ' "7..,t;,r~_,D 4 -I~ _1., I~( . 11# 0,0 '!,. ;. Total I ~;2. 71 ..... .-~ ~---··--·--·-··---~--'• . .• Conversion Source Factor kSIIJ/ht 10.239 ,f"I":?, ;i;. -,..,_, ., 1-z...;..',~ • ., ,t,, IJ""l"7_,'7 ' PaoeJ.201.l.z ****** SCM ENERGY ANALYSIS MOD~L VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** *""'*************************************************** PRIMARY DATA ************ TLTRNCt!l , OFFICE DATE: 09-24-1990 TIME: 00:09:19 PAGE: 1 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -FIRST FLR AREA (SQ.FT.) ************* EXTERIOR WALL•••••••••••••••••••••••••••••••••••••••• WINDOW NORTH/NORTHEAST ••••••••••••••••••••••• •-••••• ROOF EAST /SOUTHEAST••••••••••••••••••••••••••••• SOUTH/SOUTHWEST••••••••••••••••••••••••••••• WEST /NORTHWEST••••••••••••••••••••••••••••• .............................................. , ... GROUND FLOOR••••••••••••••••••••••••••••••••••••••••• CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• ZONE CONDITIONED FLOOR••••••••••••••••••••••••••••••• 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** 1752 0 0 0 0 0 876 144 876 WALLS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I. 97 WINDOW (INCLUDING INSIDE, FILM RESISTANCE) • • • • • • • • • • • • • 92 ROOF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 FLOOR •••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY (IN BTUS/HOUR) ••••••••••••••••• 23800 ECONOMIZER ••••••••••••••••••••••••• -. • • • • • • • • • • • • • • • • • NO FAN POWER (WATTS/SQ.FT.)••••••••••••••••••••••••••••• .42 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ........ , ..... SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.)•••••••••••••••••••••••• FLOOR TYPE•••••••••••••~••••••••••••••••••••••••••••• CLIMATE ZONE ••••••••••• , •• , •••.••••••••••• ,-••••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE•••••••• 0 0 15.46 1.5 SLAB 7 83 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DATE: 09-24-1990 TIME: 00: 11: 00 PAGE: 2 DOOR AREA (SQ.FT.) •••••••••••••••••••••••••••••••••••••••••• 35.04 DOOR "'R'-VALUE (EXCLUDING FILM RESISTANCES)••••••••••••••••• 1.5 WALL ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• .7 ROOF ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• .7 CEILING HEIGHT (FT.)•••••••••••••••••••••••••••••••••••••••• 9 SHADING ******* SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 EAST /SOUTHEAST.••••••••••••••••••••••• 0 SOUTH/SOUTHWEST••••••••••••••••••••••• 0 WEST /NORTHWEST••••••••••••••••••••••• 0 DOES THIS BUILDING HAVE WINDOW OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• .78 RATED COOLING EER • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • 8. 5 WATER HEATER TYPE••••••••••••••••••••••••••••••••••••••••••• ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING· STRATEGIES • •-• •• ; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NO SOLAR WATER HEATING SYSTEM •••••••••••••••• • • • • • • • •. • • • • • • • • • • NO =****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* =** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** =**************************·***********************'Ii*** DATE: 09-24-1990 TIME: 00:12:13 PAGE: 3 :LIMATE ZONE :UILDING FILE :UILDING TYPE 7 TLTRNCtll OFFICE . ,UILDING TITLE : MCCORMICK FAMILr TRUST -CARLSBAD -FIRST FLR BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT ------------------------------BPTl • 55.18 BPTl"" 67.81 BPT2 = 64.97 BPT2 ... 76.29 BPT3 • 64.97 BPT3 • 76.29 HDD .. 48.96 HDD -3202.88 CDD -514.19 CDD = ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR ""K"" (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K"" (SUMMER) o.oo PEAK COOLING EST.• 21271 BTUH -HVAC COOLING CAPACITY= HEATING COOLING ANNUAL LOADS (MBTU""S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU""S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 620.7 760.5 625.1 753.8 23800 BTUH 3.6 4.6 5.0 4.1 14.7 4.9 5.7 0.4 5.7 14.2 50.3 16.8 19.6 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 109.0KBTU/SQ.FT. ( NOTE: 1 KWH• i0.239 KBTUS OF SOURCE ENERGY) ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** PRIMARY DATA "Ir*********** TLTRNC/12. OFFICE DATE~ 09-24-1990 TIME: 00: 14: 33 PAGE: 4 FILE NAME BUILDING TYPE BUILDING TITLE MCCOMICK-FAMILY TRUST -CARLSBAD -NORTHWEST MEZZ AREA (SQ.FT.) ************* EXTERIOR WALL•••••••••••••••••••••••••••••••••••••••• 1780 WINDOW NORTH/NORTHEAST••••••••••••••••••••••••••••• 112 EAST /SOUTHEAST••••••••••••••••••••••••••••• 0 SOUTH/SOUTHWEST • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • 0 WEST /NORTHWEST••••••••••••••••••••••••••••• 252 ROOF •••• , • • •••••••••••••••••••••••••••••••••••••••••• 1816 GROUND FLOOR••••••••••••••••••••••••••••••••••••••••• 940 CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• 168 ZONE CONDITIONED FLOOR••••••••••••••••••••••••••••••• 1816 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** WALLS ••••••••••••••••••••••••••••• , •• , • • • • • • • • • • • • • • • 1. 97 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• .92 ROOF •••••••••••••••••••• , •• , •••• , , ••••••••••••••• , •• , 22 FLOOR '"' ••••••••••••• , ••••• , •• , • • • • • • • • • • • • • • • • • • • • • • • 10. 35 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE•••••,••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY (IN BTUS/HOUR) ••••••••••••••••• 59000 ECONOMIZER••••••••••••••••••••••••••••••••••••••••••• NO FAN POWER (WATTS/SQ.FT.) •••••••••••••••••••••••••••••• 44 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ••••••••••••• SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.) •••••••••••••••••••••••• FLOOR TYPE••••••••••••••••••••••••••••••••••••••••••• CLIMATE. ZONE ••••••••••••• .-••••••••••••• • •• , •••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE•••••••• 0 .34 15.26 1. 5 CRAWL 7 83 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** DATE: 09-24-1990 TIME: 00: 16: 16 PAGE: 5 PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DOOR AREA (SQ.FT.)•••••••••••••••••••••••••••••••••••••••••• 35.6 DOOR "'R"'-VALUE (EXCLUDtNG FILM RESISTANCES) ••••••••••••••••• 1.5 WALL ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• .7 ROOF ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• CEILING HEIGHT (FT.) SHADING ******* ... ·• ................................... . .7 9 SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• .34 EAST /SOUTHEA$T ••••••••••••••••••••••• 0 : SOUTH/SOUTHWEST••••••••••••••••••••••• 0 WEST /NORTHWEST••••••••••••••••••••••• .34 DOES THIS BUILDING HAVE WINDOW OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDING HAVE.WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ********"***************** RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• RATED COOLING EER WATER HEATER TYPE SPECIAL FEATURES **************** ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• .8 8.5 ELECTRIC DAYLIGHTING STRATEGIES .••••••• • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • NO SOLAR WATER HEATING SYSTEM•••••••••••••••••••••••••••••••••• NO A *~***** SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** DATE: 09-24-1990 TIME: 00: 1 7: 2 9 PAGE: 6 CLIMATE ZONE BUILDING FILE BUILDING TYPE BUILDING TITLE 7 TLTRNC/12 OFFICE MCCOMICK FAMILY TRUST -CARLSBAD -NORTHWEST MEZZ BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT -----------------------------BPTl • 54.31 BPTl .. 66.66 BPT2'"" 61.90 BPT2.,. 74.60 BPT3 • 61.90 BPT3 = 74.60 HDD -32.91 HDD = 2833.50 CDD -819.82 CDD ,.. ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 1.14 PEAK COOLING EST.• 55226 BTUH -HVAC COOLING CAPACITY= HEATING COOLING ANNUAL LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN. SOURCE HOT WATER 1092.6 1382.4 1102. 0 1369.0 59000 BTUH 5.6 13.0 7.7 8.3 30.4 10.1 12.4 0.8 4.2 13.7 50.3 16.8 20.5 1 .4 ========================----=--======================================= ANNUAL SOURCE ENERGY USE ESTIMATE IS 107.9KBTU/SQ.FT. ( NOTE: l KWH• 10.239 KBTUS OF SOURCE ENERGY) ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** TLTRNCtl3 OFFICE 'PRIMARY DATA ************ DATE: 09-24-1990 TIME: 00:23:21 PAGE: 7 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST CARLSBAD -WEST MEZZ AREA (SQ.FT.) ************* EXTERIOR WALL ••••••••••••••••••••••••.•••••••••••••••• WINDOW NORTH/NORTHEAST••••••••••••••••••••••••••••• EAST /SOUTHEAST••••••••••••••••••••••••••••• : SOUTH/SOUTHWEST••••••••••••••••••••••••••••• WEST /NORTHWEST •••••••••••••••• •·• ••••••••••• ROOF ••••••••••••••••••••••••••••••••••••••••••••••••• GROUND FLOOR••••••••••••••••••••••••••••••••••••••••• CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• ZONE CONDITIONED FLOOR••••••••••••••••••••••••••••••• 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** 691 0 0 0 308 1554 1554 74 1554 WALLS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. 97 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• .92 ROOF •••••••••••••••• , ••••••• , • , , , •• , • , • , , , , , •••• , • , • • 22 FLOOR •••••.•••••••••• ••••• ••••• •••••••• •••• ••• •••• •• •• 10.35 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY (IN BTUS/HOUR) ••••••••••••••••• 47000 ECONOMIZER •·• ••••••••••••••••••••••••••••••• • • • • • • • • • • NO FAN POWER (WATTS/SQ.FT~) .;••••••••••••••••••••••••••• .5 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ••••••••••••• SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.)•••••••••••••••••••••••• FLOOR TYPE••••••••••••••••••••••••••••••••••••••••••• CLIMATE ZONE •••••••••.•••••••••••••••••••••••••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE •••••••• 0 0 15.26 1.5 CRAWL 7 83 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DATE: 09-24-1990 TIME: 00:25:03 PAGE: 8 DOOR A.REA (SQ.FT.) •••••••••••••••••••••••••••••••••••••••••• 13.82 DOOR 'R'-VALUE (EXCLUDING FILM RESISTANCES)••••••••••••••••• 1.5 WALL ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• .7 ROOF ABSORPTIVITY •••••••••••••••• ,. • • • • • • • • • • • • • • • • • • • • • • • • • • • 7 CEILING HEIGHT (FT.) •••••••••••••••••••••••••••••••••••••••• 9 SHADING ******* SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 .: EAST /SOUTHEAST • • • • • • • • • • • • • • • • • • • • • • • 0 SOUTH/SOUTHWEST••••••••••••••••••••••• 0 WEST /NORTHWEST••••••••••••••••••••••• .34 DOES THIS BUILDING HAVE WINDOW OVERHANGS••-•••••••••••••••••• NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• .8 RATED COOLING EER ••••••••••••••••••••••••••••••••••••••••••• 8.600001 WATER :aEATER TYPE••••••••••••••••••••••••••••••••••••••••••• ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING STRATEGIES•••••••••••••••••••••••••••••••••••••• NO SOLAR WATER HEATING SYSTEM •••••• •-•••••••••••• • •••••• • • • • • • • • NO i ). ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS-*** ********************************************.********** DATE: 09-24-1990 TIME: 00:26:16 PAGE: 9 7 TLTRNC/!3 OFFICE CLIMATE ZONE BUILDING FILE BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -WEST MEZZ BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT ------------------~----------BPTl a 53.34 BPTl = 66.11 BPT2 = 59.96 BPT2 =-73.93 BPT3 • 59.96 BPT3 • 73.93 HDD -24.60 HOD :a 2661.76 CDD -1115. 19 CDD .. ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 1.56 PEAK COOLING EST.• 45869 BTUH -HVAC COOLING CAPACITY= ANNUAL LOADS (MBTU'S) HEATING COOLING ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) --=----=--=~--==~=============~===~============ SOURCE HEATING SOURCE COOLING - SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 704.7 952.7 710.7 939.1 47000 BTUH 3.5 12.0 4.9 7.7 26.0 8.7 12.1 0.7 3.1 14.9 50.3 16.8 23.3 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 110. 9KBTU/SQ.FT. ( NOTE: 1 KWH• 10.239 KBTUS OF SOURCE ENERGY) •( ) ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** TL'l:RNC//4 OFFICE PRIMARY DATA ************ DATE: 09-24-1990 TIME: 00:30:06 PAGE: 10 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -SOUTHWEST MEZZ AREA (SQ.FT.) ************* EXTERIOR WALL•••••••••••••••••••••••••••••••••••••••• WINDOW NORTH/NORTHEAST••••••••••••••••••••••••••••• EAST /SOUTHEAST••••••••••••••••••••••••••••• SOUTH/ SOUTHWEST •••••••••••••••••••••••••••.•• WEST /NORTHWEST••••••••••••••••••••••••••••• ROOF ••••••••••••••••••••••••••••••••••••••••••••••••• GROUND. FLOOR ••••••••••••••••••• ·• ••••••• • ••••••••••••• CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• ZONE CONDITIONED FLOOR ••••••••••••••••••• •· ••••••••••• 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** 587 0 0 112 112 875 875 60 875 WALLS •• , ••• , •••••••• , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. 9 7 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• .92 ROOF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 22 FLOOR•••••••••••••••••••••••••••••••••••••••••••••••• 10.35 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY (IN BTUS/HOUR) ••••••••••••••••• 47000 ECONOMIZER ••••••••••••••••• · •••••••••••••••• • • • • • • • • • • NO FAN POWER (WATTS/SQ.FT.) ••••••••••••••••••••••••••••• .88 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION••••••••••••• SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.) •••••••••••••••••••••••• FLOOR TYPE••••••••••••••••••••••••••••••~•••••••••••• C-LIMATE ZONE••••••••••••••••••••••••••••••••••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE •••••••• 0 0 15.26 1.5 CRAWL 7 83 ' )· ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** DATE: 09-24-1990 TIME: 00:31:49 PAGE: 11 PHYSICAL PARAMETERS ******************* SECONDARY.DATA **************' DOOR AREA {SQ.FT.) •••••••••••••••••••••••••••••••••••••••••• 11.74 DOOR 'R'-VALUE (EXCLUDING FILM RESISTANCES)••••••••••••••••• 1.5 WALL ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• ROOF ABSORPTIVITY •••••••••••••••••• , .•• , ••••• , • , ••••• , •••• , • , CEILING HEIGHT (FT.) SHADING ******* ••••••••••••••••••••••••••••••••••••••••• .7 .7 9 SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 EAST /SOUTHEAST••••••••••••••••••••••• 0 SOUTH/SOUTHWEST••••••••••••••••••••••• .34 : WEST /NORTHWEST••••••••••••••••••••••• ,34 DOES THIS BUILDING HAVE WINDOW OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• RATED COOLING EER WATER HEATER TYPE SPECIAL FEATURES **************** ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• .8 8.600001 ELECTRIC DAYLIGHTING STRATEGIES•••••••••••••••••••••••••••••••••••••• NO SOLAR WATER HEATING SYSTEM•••••••••••••••••••••••••••••••••• NO J ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** DATE: 09-24-1990 TIME: 00:33:02 PAGE: 12 7 TLTRNCf/4 OFFICE CLIMATE ZONE BUILDING FILE BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -SOUTHWEST MEZZ BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT ------------------------------BPTl • 51.65 BPTl = 65.96 BPT2 • 60.15 BPT2 = 74.00 BPT3 • 60.15 BPT3 • 74.00 HDD -o.oo HDD ... 2615.91 CDD -1082.13 CDD = ENVELOPE HEAT TRANSFER FAqTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 1.52 PEAK COOLING EST. • . 29401 BTUH -HVAC COOLING CAPACITY = HEATING COOLING ANNUAL LOADS (MBTU'S) -------============== ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING· SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 508.4 648.0 512.9 641.5 47000 BTUH 2.2 7.9 3.0 6.0 14.7 4.9 12.0 0.4 3.5 20.5 50.3 16.8 41.0 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 135.lKBTU/SQ.FT. •••••==•====s==•==•==•====•==~•a===s================================== . -( NOTE: 1 KWH• 10.239 KBTUS OF SOURCE ENERGY) ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** TLTRNC//5 OFFICE PRIMARY DATA ************ DATE: 09-24-1990 TIME: 00:35:35 PAGE: 13 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -SOUTH MEZZ AREA (SQ.FT.) ************* EXTERIOR WALL • • • • •••• · ••••• • •••••••••••••.••••••••••••• WINDOW NORTH/NORTHEAST••••••••••••••••••••••••••••• EAST /SOUTHEAST••••••••••••••••••••••••••••• SOUTH/ SOUTHWEST •·• ••••••••••••••••••••••••••• WEST /NORTHWEST••••••••••••••••••••••••••••• ROOF ••••••••••••••••••••••••••••••••••••••••••••••••• GROUND FLOOR••••••••••••••••••••••••••••••••••••••••• CONDITIONED PERIMETER (LENGTH).•-•••••••••••••••••••••• ZONE CONDITIONED FLOOR •••••••••• •·• ••••••••••••••••••• 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** 372 0 0 168 0 1000 1000 60 1000 WALLS •••••• -. ••·•• •••••• •••• ••,••••••••••••• ••••• ••• •••• 1.97 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• .92 ROOF •••••••••••••• , •••••• , •• , •••• , • • • • • • • • • • • • • • • • • • • 22 FLOOR.; •••••••••••••••••••••••••••••••••••••••••••••• 10,35 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••·••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY (IN BTUS/HOUR) ••••••••••••••••• 47000 ECONOMIZER •••••••••••••••••• • • • • • • • • • • • • • • • .• • • • • • • • • • NO FAN POWER (WATTS/SQ.FT.)••••••••••••••••••••••••••••• .76 AIR CIRCULATION RATE (CFM/SQ.FT.) •·• ••• • •••••• • •••••••• 1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ••••••••••••• SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.) •••••••••••••••••••••••• FLOOR TYPE•••••••••••••~••••••••••••••••••••••••••••• CLIMATE ZONE••••••••••••••••••••••••••••••••••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE •••••••• 0 0 15.26 1.5 CRAWL 7 83 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DATE: 09-24-1990 TIME: 00:37:17 PAGE: 14 DOOR AREA (SQ.FT.) •••••••••••••••••••••••••••••••••••••••••• 7.44 DOOR 'R'-VALUE (EXCLUDING FILM RESISTANCES)••••••••••••••••• 1.5 WALL ABSORPTIVITY ••••• • • • •••••••••••••••.•••••• • • • • • • • • • • • • • • • 7 ROOF ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• CEILING HEIGHT (FT.) SHADING ******* ......... , .............................. . .7 9 SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 EAST /SOUTHEAST••••••••••••••••••••••• 0 SOUTH/SOUTHWEST••••••••••••••••••••••• .34 WEST /NORTHWEST••••••••••••••••••••••• 0 DOES THIS BUILDING HAVE WINDOW OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL ,AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• .8 RATED COOLING EER ••••••••••••••••••••••••••••••••••••••••••• 8.600001 WATER HEATER TYPE••••••••••••••••••••••••••••••••••••••••••• ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING STRATEGIES•••••••••••••••••••••••••••••••••••••• NO SOLAR WATER HEATING SYSTEM•••••••••••••••••••••••••••••••••• NO ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** DATE: 09-24-1990 TIME: 00:38:30 PAGE: 15 7 TLTRNC/15 OFFICE CLIMATE ZONE BUILDING FILE BUILDING TYPE BUILDING TITlE : MCCORMICK FAMILY TRUST -CARLSBAD -SOUTH MEZZ BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT -----------------------------BPTl • 49. 63 BPTl • 65.24 BPT2 = 59.34 BPT2 .. 73.38 BPT3 .. 59.34 BPT3 = 73.38 HDD ... o.oo HDD = 2398.97 CDD -1225.34 CDD _ .. ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 1.90 PEAK COOLING EST.• 26679 BTUH -HVAC COOLING CAPACITY= HEATING COOLING ANNUAL. LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEl?TACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY US·E ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLJ,:NG SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 403.0 562.6 406.2 553.2 47000 BTUH 1. 8 7.7 2.4 6.0 16.8 5.6 11.8 0.5 2.4 18.0 50.3 16.8 35.4 1 .4 ANNUAL SOURCE ENERGY USE ESTIMI\.TE IS 125.8KBTU/SQ.FT. •=======================•===•============~============================ ( NOTE: 1 KWH• 10.239 KBTUS OF SOURCE ENERGY) { .I ****** SCM.ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** TLTRNC/16 OFFICE PRIMARY DATA ************ DATE: 09-24-1990 TIME: 00:43:06 PAGE: 16 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST CARLSBAD -LOBBY AREA (SQ.FT.) ************* EXTE_RIOR WALL •••••••••••••.••••••••••••••••••••••••••• WINDOW NORTH/NORTHEAST••••••••••••••••••••••••••••• EAST /SOUTHEAST~·••••••••••••••••••••••••••• SOUTH/SOUTHWEST••••••••••••••••••••••••••••• WEST /NORTHWEST••••••••••••••••••••••••••••• ROOF .................... , ...... ~ ..................... . GROUND rLOOR ••••••••••••••••••••••••••••••••••••••••• CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• ZONE CONDITIONED FLOOR••••••••••••••••••••••••••••••• 'R'-VALUE (EXCLUDING FILM RESISTANCES) ************************************** 2342 0 0 771 0 1888 1888 147 1888 WALLS •••••••••• , , ••••••••••••• • ••••••• , ••• , •••••• ,,.. 10. 6 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• .92 ROOF •••• , , •••••••• , , • ~, •• , •••• , ••••••••••• , •••••••• , • 22 FLOOR ••• , • , ••• , ••• , ••••••• •-• •••• , •••••••••• , •• •·•..... 0 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••••••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY·(IN BTUS/HOUR) ••••••••••••••••• 59000 ECONOMIZER••••••••••••••••••••••••••••••••••••••••••• NO FAN POWER (WATTS/SQ.FT.)••••••••••••••••••••••••••••• .41 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING OR~ENTATION ••••••••••••• SHADING COEFFICIENT ••••• •·• ••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT.) •••••••••••~•••••••••••• FLOOR TYPE••••••••••••••••••••••••••••••••••••••••••• CLIMATE ZONE••••••••••••••••••••••••••••••••••••••••• ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE •••••••• 0 0 1.11 1.5 SLAB 7 83 ) ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** DATE: 09-24-1990 TIME: 00:44:48 PAGE: 17 PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DOOR AREA (SQ.FT.)•••••••••••••••••••••••••••••••••••••••••• 46.84 DOOR 'R'-VALUE (EXCLUDING FILM RESISTANCES) ••••••••••••••••• 1.5 WALL ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• ROOF ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• CEILING HEIGHT (FT.) SHADING ******* •••••••••••••••••••••••••••••••••••••••• .7 .7 22 SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 :· EAST /SOUTHEAST ••••••••• • •••••••••• •.. 0 SOUTH/SOUTHWEST••••••••••••••••••••••• .34 WEST /NORTHWEST••••••••••••••••••••••• 0 DOES THIS BUILDING HAVE WINDOW ·OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDl:NG HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• RATED COOLING EER WATER HEATER TYPE SPECIAL FEATURES **************** ............................ -.............. . .............. ·-· ........................... . .8 8.5 ELECTRIC DAYLIGHTING STRATEGIES•••••••••••••••••••••••~•••••••••••••• NO SOLAR WATER HEATING SYSTEM ••• •·• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NO ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** DATE: 09-24-1990 TIME: 00:46:00 PAGE: 18 CLIMATE ZONE BUILDING FILE BUILDING TYPE BUILDING TITLE 7 TLTRNC/16 OFFICE MCCORMICK FAMILY TRUST -CARLSBAD -LOBBY BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT DAY NIGHT -----------------------------BPTl • 48.60 BPTl • 66.91 BPT2 • 60.52 BPT2 • 75. 72 BPT3 • 60.52 BPT3 =-75.72 HDD -o.oo HDD ... 2911. 80 CDD -1021.46 CDD = ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 0.45 PEAK COOLING EST.• 66225 BTUH -HVAC COOLING CAPACITY= HEATING COOLING ANNUAL LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 936.7 1238.0 947.8 1225.4 59000 BTUH 5.0 15.6 6.9 9.6 31.6 10.5 12.0 0.9 3.6 15.3 50.3 16.8 19.1 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 107.4KBTU/SQ.FT. .. •a•••=======~===•=mammammaaa==~=•••==m================================ ( NOTE: 1 KWH• 10.239 KBTUS OF SOURCE ENERGY) ., ' ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** TLTRNC/17 OFFICE PRIMARY DATA ************ DATE: 09-24-1990 TIME: 00:48:41 PAGE: 19 FILE NAME BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -INTERIOR MEZZ AREA (SQ.FT.) ************* EXTERIOR WALL•••••••••••••••••••••••••••••••••••••••• WINDOW NORTH/NORTHEAST••••••••••••••••••,•••••••••• EAST /SOUTHEAST••••••••••••••••••••••••••••• SOUTH/SOUTHWEST••••••••••••••••••••••••••••• WEST /NORTHWEST •••••••••••••••••••••••••• •-• • ROOF ••••••••••••••••••••••••••••••••••••••••••••••••• GROUND FLOOR••••••••••••••••••••••••••••••••••••••••• CONDITIONED PERIMETER (LENGTH)•••••••••••••••••••••••• ZONE CONDI1IONED FLOOR••••••••••••••••••••••••••••••• 'R'-VALUE (EXCLUD'ING FILM RESISTANCES) ************************************** 1288 0 0 0 0 1128 1128 103 1128 WALLS ••••••••••••••• , ••••••••••••••••••••• , • •·•....... 10. 73 WINDOW (INCLUDING INSIDE FILM RESISTANCE)•••••••••••• 0 ROOF •• •·• ••••••••••• • ••••••••••• , ••••• , ••• , • , • • • • • • • • • 22 FLOOR•••••••••••••••••••••••••••••••••••••••••••••••• 10.35 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE••••••••••••••••••••••••••••••• GAS FURNACE COOLING EQUIPMENT TYPE••••••••••,•••••••••••••••••••• AIR CONDITIONER HVAC COOLING CAPACITY.(IN BTUS/HOUR) ••••••••••••••••• 35400 ECONOMIZER••••••••••••••••••••••••••••••••••••••••••• NO FAN POWER (WATTS/SQ.FT.) ••••••••••••••••••••••••••••• .47 AIR CIRCULATION RATE (CFM/SQ.FT.) •••••••••••••••••••• .1 OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ••••••••••••• SHADING COEFFICIENT•••••••••••••••••••••••••••••••••• HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) •••••••••••• LIGHTING LEVEL (WATTS/SQ.FT •. ) •••••••••,•!•••••••••••• FLOOR TYPE••••••••••••••••••••••••••••••••••••••••••• CLIMATE ZONE••••••••••••••••••••••••••••••••••••••••• ASHRAE o.sr. OUTDOOR SUMMER DESIGN TEMPERATURE •••••••• 0 0 1.48 1.5 CRAWL 7 83 ., ,. • ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0H ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** ***************************************************** PHYSICAL PARAMETERS ******************* SECONDARY DATA ************** DATE: 09-24-1990 TIME: 00:50:23 PAGE: 20 DOOR AREA (SQ.FT.) •••••••••••••••••••••••••••••••••••••••••• 25.76 DOOR 'R'-VALUE (EXCLUDING FILM RESISTANCES)••••••••••••••••• 1.5 WALL ABSORPTIVITY ••• -•••••••••• •·•............................ • 7 ROOF ABSORPTIVITY••••••••••••••••••••••••••••••••••••••••••• .7 CEILING HEIGHT _(FT.) ••••••••••••••••••••••••• • • •. • • • • • • • • • • • 9 SHADING ******* SHADING COEFFICIENT NORTH/NORTHEAST••••••••••••••••••••••• 0 EAST /SOUTHEAST••••••••••••••••••••••• 0 SOUTH/SOUTHWEST••••••••••••••••••••••• 0 WEST /NORTHWEST • • • •.• • • • • • • • • • • • • • • • • • • 0 DOES THIS BUILDING HAVE WINDOW OVERHANGS•••••••••••••••••••• NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS•••••••••••••••••••• NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY•••••••••••••••••••••••••••••••••••• RATED COOLING EER WATER HEATER TYPE SPECIAL FEATURES **************** ••••••••••••••••••••••••••••••••••••••••••• ..•....•......... ,.~······················· .8 8.5 ELECTRIC DAYLIGHTING STRATEGIES•••••••••••••••••••••••••••••••••••••• NO SOLAR WATER HEATING SYSTEM•••••••••••••••••••••••••••••••••• NO • _.,, h ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** *********-********************************************* DATE: 09-24-1990 TIME: 00:51:36 PAGE: 21 7 TLTRNC/17 : OFFICE CLIMATE-ZONE BUILDING FILE BUILDING TYPE BUILDING TITLE MCCORMICK FAMILY TRUST -CARLSBAD -INTERIOR MEZZ BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT am=••=•=======•=•=============================== DAY NIGHT -----------------------------BPTl • 51.60 BPTl • 64.88 BPT2 • 59.44 BPT2 • 72. 77 BPT3 • 59.44 BPT3 .. 72.77 HDD -o.oo HDD ... 2297.01 CDD -1207.00 CDD ... ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 2.29 PEAK COOLING EST.• 20210 BTUH -HVAC COOLING CAPACITY= ANNUAL LOADS (MBTU'S) HEATING COOLING ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) --------~-----========================== SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 271.8 451.8 272.1 437.9 35400 BTUH 1.4 6.7 2.0 5.5 18.9 6.3 8.2 0.5 1.7 14.5 50.3 16.8 21.9 1. 4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 107.6KBTU/SQ.FT. •=================•=================================================== ( NOTE: 1 KWH• 10.239 KBTUS OF SOURCE ENERGY) ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0H******* *** 2ND GENER,ATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** HEATING COOLING ANNUAL LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) •==•=-=•=•=-=a==s=:::1====-=:::s:::z:::z::s==s==========='== SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER DATE:. 09-24-1990 TIME: 00:53:48 PAGE: 22 23.0 67.4 31.9 47.2 153.1 51.0 74.3 4.1 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING SOURCE COOLING SOURCE LIGHTING SOURCE RECEPTACLE SOURCE FAN SOURCE HOT WATER 3.5 15.5 50.3 16.8 24.4 . 1.4 -===========•==•===========••=•==============~======================== ,, ANNUAL SOURCE ENERGY USE ESTIMATE IS I 112. 9KBTU /SQ. FT. ( NOTE: l KWH• 10.239 KBTUS OF SOURCE ENERGY) Smith Consulting Architects Architecture and Planning McCormick Family Trust HAZARDOUS MATERIALS··. TECHNICAL REPORT SCOPE Tqe. project architectural firm, Smith Consulting Architects, has prepared the tollowing technical report per the request of :the City of Carlsbad Fire Department. The purpose of this report is to demonstrate that the propo~ed project is in conformance with the Unifoi1n BUildirg Code as well as the loca.l regulations.. The report, therefore, ·contains information· which describes the materials which are ·going to be -stored and/or used within the facility as well as the quantitie_s and location of the materials. GENERAL INFORMATION 1. Business Name: .Tooltronics Phone: (619) 431-7600 2265 Camino Vida Roble Carlsbad, California 92009 2. Building Owner: McCormick Family Trust Phone:(818)843-2010 2507 Empire ~venue Burbank, califo_rnia 91504 ... Principc;1l Contact· Christopher Ayers Emergency Contact Leland Ayers 3. Building Tenant: Tooltronics Principal Contact Christopher Ayers Emergency contact Leland Ayers BUILDING FACILITY INFORMATION 1. Type of construction:· · Building Shell V-N Storage Area 1-F.R.· 2. Building/Facility First Floor Mezzanine Totaf Area: 31,964 s.f. 6,936 s.f. 38,900 s.f. 3. Fire Extinguishing Systems: Phone:(619)431-7600 Phone:(818)240-4776 Phone:(619)431-7600 ;phone: (818) 240-477_6 Fixed Automatic Sprinkler: 33 GPM/3,000 s.f. wet pipe aµtomatic sprinkler system which extends over both levels of t~e entire buildinci. . . 9868 Scranton Road • Suite 150 • San Diego; California 92121 • (619) 452-3188 • Fax (619) 452-3907 _/ / d . . . . ' Fire Extinguishers: surface mounted 2AlO BC rated extinguishers per every 6, ooo s. f. of building with the distance between any two extinguishers not exceeding 75 1 -011 • 4. Location and hourly rating of separation walls are denoted on attached· sheet E-2. 5. Distance of facility to Property Lines: 98.7 1 North 97 1 south 64' East 20 1 West 6. There are no ~djacent buildings to the proposed project. The closest building is located in Pacific Ridge commerce Centre approximately 1,000 feet away. · · 7. Occupancy Classification: 8. Existing-Zone: Existing General Plan Designation: 9. site l?lan: OPERATIONAL INFORMATION: B-'2 PM (proposed is the same) PL (proposed is the same) See drawing E-1 All materials are to be stored and used inside of · the building. The materials which are to be stored only on the site include the Hollis 225, Hollis 600, and the Prelete. The materials which are to be -stored and used are the CPVC Solvent Cement and the CPVC primer. For location of materiai Use and storage as well as occupancy separations and wall ratings see the floor plan sheet E-2. The material transportation and handling of the Hollis 225, Hollis 600 and the Prelete are · all the responsibility of a contracted commercial courier. These materials are stored in steel drums which are solely handled by this courier. The CPVC solvent cement and primer, which are both in aggregate amounts of no more than 8-12.pints at one time, are both used as a common method of attaching.PVC piping together. HAZARDOUS MATERIALS INFORMATION: For material classifications see Attachm~nt 1 (Sheet E-3). · For material classifications applied to the UBC and for the proposed, immediate material quantities see Attachment 2 (Sheet E- 4) • The future tenant would like to have a potential aggregate amount of -3, 000 gallons of th~ Hollis 600 and the Prelete. Therefore, there are two control areas which are denoted on Sheet E~2. .f CONCLUSION: According to the UBC table 9A and 9B the storage of materials is as follows: Hollis 225 is not limited in the amounts which may be stored, while the aggregate amount of the Hollis 600, Prelete, CPVC solvent.cement and the CPVC primer is limited to 1,000 gallons per control-area. The current storage of these limited materials ranges from 1,650 to 2,750 gallons. The future tenant would like to have the potential of an aggregate sum of 3,000 gallons. The UBC allows a total of 4 control areas fqr the proposed building type, however only two will be needed and utilized to obtain the 3,000 gallon limit. That is 1,000 per each control area and up to 1,000 in the uncontrolled area, for a total of 3,000 gallons. The only materials whicn will be used are the CPVC primer and CPVC solvent cement. Both .materials will be.used in an open system to attach PVC piping together •. The use of materials in an open system for proposed __ building type according to table 9A is 20 gallons maximum. The future tenant intends to have in use at any one time approximately 4-6 pints, .or • 75 gallons. Thus the proposed buil.ding is well within the limits, for the liazardous materials which will be used on site, and within the UBC parameters for storage of hazardous materials by use of two c.Qntrol. area.s. .~t.lil;NV. [) ,~ .. 1119') x cw wide c:~nct;•t• c:urbi~q. ~ tandii'c:ape' area. ~ Asphalt pavinq. 8 Asphalt p«vinq (Tratt:ic Area) (Parlcinq·Ar.a) ~ [] ~ Coh'crata P•Vinq, \ Enhanc..S pavinq. Painted stall atrippinq typical. • ~ Vehicle turnar(!Und apac•: ~ l!etuH Encloaure, c•-o, .. hic;h aandblut concrete tilt-tip panel •~r••n•, ixiatinq landacape area, Eatih9 terrace, ,:;,en1to1:11er pad. (Verity aize vith IDGZ) · 0 1'laq pole . 0 Fire hydrant, ·· -· 0 ·L&ndacape irrigation control, 0 7 , O.tector check ~ss~llbly. 0 Split-tac• concrete block retaining Vall, 0 Concrete acce11 drive per City ot Carlsbad atandarda, ·0 Handicap parking entry sign, · @ Handicap·, parking stall sign -typical. l3TI Konuaent sign §] Truck turning area §] ·Zxiating sidevalk ~!.~~ -~ ~i.:r r,1-.J~ C1l"IJaL.A~ ·PALOMAR ~IRPQ~T ···.:L,;f37 i::::i .· · ......... ·, ;;z1 ~~~"' /. \ 1_::. , . " . .. '' .l;:-1 I IXI ---W . I ~~~~~_;_,_...__~--~--~~~~: J. }~ :·"--· ~----,-1---1----II-----© i . ~ Ii ~ il ..1.,-, •• . UJ .:...MO 0 r .z ·c:t ...J C. cc 0 O· u:· .,_: (/); CC' -I U.· A'ITACHMENT 1 IOOLTRONICS ji Material HAZARDOUS MATERIALS CLASSIFICATION Use Quantity 1 Rolls 225 o Soldering Fluid 92.5% Hydrocarbon Base Oil 7.5% A.dditives 2 Rolls 600 · 0 Tinning Fluid 100% Polyglycol Ether -CAS 9016-45-9 Storage Quantity 20-40ea 55 Gal Drums [1100-2200 Gallons] 20-40ea 55 Gal Drums '[ll,00-2200 Gallons] I • 3 Pr.elete 0. l0ea 55 Gal Drums Defluxer Solvent 550 Gallons 92 .. 9% 1,1,1-Trichloroethane -CAS 000071-55-6 . 7.1 % -See Below 1,2-Butylene Oxide -CAS 000106-88-7 Diethylene.Ether • CAS 000123-91-1 Methyl Butynol -CAS 000115-19-5 Nitr9methane -CAS 000075-52-5 Sec-Butyl Alcohol -CAS 00078-92-2 4 CPVC Solvent Cement O 4-6.Pints [0.5-0.75 Gal] Chlorinated Polyvinyl Chloride Resin • CAS 68648-82-8 Tetrahydrofuran -CAS 109-99-9 Methyl Ethyl Ketone -CAS 78-93-3 Cyclohexanone -CAS 108-94-i 5 CPVC Primer 0 Weld-On Primer Tetrahydrofuran -CAS 109-99-9 4-6 P.ints [0.5-0.75 Gal] Classification Class III-B Combust Liq Health: O Flammability: 1 Reactivity: 0 Class III-B Combust Liq Iri'itant , .. , ·· ' · J-Iealth: 1 Flammability: 1 Reactivity: 0 Other Health Hazard/Teratogen Irritant Health: 2 Flammability: 1 Reactivity: d Class I-B Flamm Liq Irritant Health: 2 Flammability: 3 . Reactivity: 0 Class I-B Flamm Liq Other Health Hazard/Liver, - Kidneys Irritant Health: 2 Fla~mability: 3 Reactivity: 0 E-3 / ' / . .;._OOLTRO~ICS .. _ ATTACHMENT 2 / HAZARDOUS MATERIALS. AGGREGATE QUANTITIES AND EXEMPT AMOUNrS1 UBC TABLE 9-A -PHYSICAL HAZARD MATERIALS. Material 1.1 rn-B Combustible Liquid Item 1-Holls 225 Item 2-Holls 600 3.3 1-B Flammable Liquid . Item 4 -CPVC Solvent Cement Item 5 -CPVC Primer NOTES: OpenUse (Gallons) ~ . EA (Gallons) .fil, .1j 2:Q 0.75 Maximum 0.75 Maximum Storage (Gallons) ~ 2200 Maximum 2200 Maximum .Q EA (Gallons) NL 1. The occupancy need not be classified as a Group H Occupancy based on the use or storage of physical hazard materials. _ _ __ . .. · 2. The use quantities indicated for Class I-B Flamma~le Liquids are less t4~ the amounts,ajlowed by UFC 79.802(a). 3. The storage of Class m-B Combustible Liquids is not currently regulated by UFC 79 .201( e )4, EA = Exempt Amount · NL = Not Limited 1Fully sprinklered building; open use; $torage outside of approved hazardous materials storage · cabinets. 3 UBC TABLE 9-B • HEALTH HAZARD MATERIALS1 Material Irritants Item 2 -Holls 600 Item 3 -Prelete Item 4 -CPVC Solvent Cement Item 5 -CPVC Pruner Open Use · .. EA Storage (Gallons) (Gallons) (Gal~ons) .lJ 200 1,650,-2.750 0.75 0.75 1,100-2,200 550 EA (Gallons) 1,000 5 Other Health· Hazards · -~ 550 •. Item 3 -'i>relete · ltem 5.: CPVC Primer NOTES:. 0.75 1. The occupancy is classified as a Group H, Division 7 Occup~cy based on the storage of more than 1,000 gallons· of Irritant Liquids: : -: -·-· · o Item 2 -Holls 600. 1,100-2,200 Gallons o Item 3 -Prelete 550 Gallons 2. The occupancy need not be classified as a Group H,. Division 7 Occupa1:1cy if storage is inside approved hazardous materials storage cabinets~ and the aggregate/total quantity of.-.Irritant Liquids is redu~d to 2,000 gallons. [The exempt amount-may be increased 100% ·(to 2,000 Gallons) with storage of 1,000 galloll$ inside approved.hazardous materials storage cabinets.] 3. The occupancy need not be classified as a Grctup H, 'Division 7 Occupancy if control areas can be provided such that not more than 1,000 gallons of Irritant Liquids are stored outside approved hazardous materials storage ca~inets -in any one control area, or 2,000 gallons with storage cabinets [see item 2. above.]. A maximum of four (4) control areas are allowed in buildings for occupancies other than retail sales. Control areas must be physically separated from each other by one or more of the following: ' o 1-hour fire-resistive occupancy separation o Exterior wall, roof or foundation of the building · EA = .Exempt Amount NL = Not Li111ited 1Fully· sprinklered building; open use; storage outside of approved hazardous materials storage cabinets. E-4 ---RECEHVEo SEP 2 6 1990 CERTIFICATION OF COMPLIANC~cCORIVl!CK CONS7. CO. CITY OF CARLSBAD Plan Check No. 'ft} -/,;;'/~ DEVELOPMENT PROCESSING SERVICES DIVISION .2075 LAS PALMAS CARLSBAD, CA 92009 · (619) 438-1161 This form shall be used to determine the· amount of school fees fo_1: a project and to verify that the project applicant has complied with the school fee requirements. No building ipermits for the projects shall be issued until the certification is signed by the ·appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: X Carlsbad Unified 801 Pine Avenue San Marcos Unified 270 West San Marcos Blvd. Carlsbad, CA 92009 ( 434-061 0) ---Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944~4306) San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas -Boulevard Encinitas,. CA 92024 (753-6491) Project Applicant; Project Address: -~C::......,;-c=,-.._~1;...;1,_-'t...;::;_J{J.;;.., . .,_~..:a.v...;;;:e-L.~::ir;=·"-1'-'-f':...;;;Al..:.(7"...:..-_· APN: o2 / J, -ogg -0 I I I 96 ~ ire'l/°v4J. 1 ~6Vt/e_,, RESIDENTIAL: SQ. FT. of living area~ ; w@ Number of dwelling units ___ _ SQ. FT. of covered area ----SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ, FT. AREA 3~ 9~ Prepared By ------.L~.>..,i:,..,:;..__, __ ~__,,---·--Date ~ --7-r-7'---"-,''--"------ FEE CERTIFICATION (To be completed by the School District) /Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement -- --Project is exempt from Government Code 53080 ___ Final Map approval and constructi.on started before September 1, 1986. (other school fees paid) Other ____ _;_ ____________________________ _ Residential Fee Levied: $ ,..-_ based on _____ sq. ·ft.@ ______ _ Comm/Indust Fee Levied/ $ 1·c, 11::4-~\.sed ~-n ~Bf C(O'O -~~-ft.@ . -2& __ , -t4 ~ ~~i ~~ ~ J,, ~~0 _ ---'--=q__-\ 2-'--l to Official \ Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $:2°6 per square foot for commercial/industrial. I tOHHERCIAL/INDUSTRIAL APPLICATION fORH FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPL rCAT ION: NEW \c< BUILDING P,C~ NO.: ro ;1&8" I (CHECK ONE) RtVISED ----APPLICATION NO.: J/1,e 8-Y.• fl~'\ ~ . 1b-O.<MHb Sig~ City Representative INDUSTRIAL CLASS: /1., ---------DA TE: 8 • Z I· 41/ D APPllCATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A~ GENERAL: SITE _ APPLICANT: T$-t:f:E?MIG~ _ !\\10. ADORESS: lcft:>8 ~ AVe_ TYPE of susINEss: :f1A1Jut=-Ac1ZJR:IG ·or cr~rr ~ ct-e-A~ APPLICANT'S ADDRESS: ----------------------- 8. WASTES AND PROCESSING: (Check where applicable) Jg(' Domestic Waste Only GENERAL DESCRIPfION Of 1:1 Industrial Waste 1-1 Industrial Waste NOT Discharged to Sewer -Discharged to Sewer WASTE (Chemical and Physical Characteristics of r -P reposed waste): -------------------------- GENERAL DESCRIPTION Of' PROCESS (If Applicable): __________ _ C. WASTES TO i3E DISCHARGED TO SEWER: WASTE: (Check One) TREATED: UNTREATED ........ :-g--._ D=>M~iic. QUANTITY: AVERAGE ____ GPO (Daily) MAXIMUM..,..._---,.---~ GPO (Gallons Per Day) ,-P- f\ \ .. --·-f'.J , __ -· ,. j~': \ } rts<t -~tTT~j~ e LOG-~ C.LOSG:O Ft££.$ -I q 58 k / ELLOGG Av£. f i l) ~ qo -J;).08 ~ ) E -("TooHTOhlc5") i:U7 ·, ..... ~ ..... Cj<D ---z_ ~ \__ L-t-/\ ~, / Fr:m /d ~ H ---,..--I 1 ,,.. 1 ]; ~q I "~· I 1 ·-1-,pplicant ,·1;,f::, 8 . = 0 I_,, -I (.. -1 J DOOSIIAWllAtS FORM ,·1 ~ l , __ __ -~ 8' I ' -I I,,_ -'II ~DUSTRIAL WASTF. APP J I 1,-O :---~ I SC!iOOLFEE FORM . I 11 ) A-F'~ 0 N 1'L, = lf2-?--• ;=z_;; ~~ ---~ i:~ .. "'°'"CTI0. 1 C"',-.,06:T> C.H---C--F!='.'C-7. ~e µo, t+IW.:_ ~---'.:~·· · riow;"" j jtt-t=-~ r~,/) ~&iZc;:. 4_ SeJJ ~ I _ ~ : -·"~' / ~«-, I A--L. F:e..E:.::S' l~ • i I tf-- 1 f I_/ I ' / J E"'&' r'1"'.-f= ~ w~ -r r-~"'":, ,wv,·~-"' ,e: -l\l 'Be,., v,,,,__c.,..,..,.,,e-"'-/ -\• -q~t~ J~ I J"-11¥1-JL. l-hr--z-?I ~~ l / )1 /fi ;,;,~t_ lb,<,,<,( .<14--I (ft,,_ c.-,_,._ . ~ j:f_;2,. 0-,-,€}5,L ~ ~~ ),- 1 I I YI p ~ ~l"Wl~ I ('.,f ,:.c. W'U./ N~ /" I/ / ~ . -tA--\ l '---1-\ ,_ ' ' ~· ~ , • ;,,-,19 ,,,--a TV -~-• APPROVALS t{equired I" Received O~te .,.-; ' I B ·td' I~ /;./-'21--H UI mg ____ -1. .Z: z 2,. -9.,.L..J, Pfai\'.'1mg ,. -t L-::.Jlt.::..'1,_ I ~neering __ z---..:r.g_--:?'~ l,.,e, t== ··7-j ,~~l~I ,') -3_\~~!1'"~· ~"' 1 ~~ ·, ~~-'•;' _,,, ~~~-,,.-~ .. I\Jl~A•=+<» ~.,,.,, ..... .,,,,.., ........ ___ .,,..,,....,....,,.._ *>)61.iJ' {/0. tkfil,ilff .::z,.,.,.. ,µ;J,,<i: .. ~-,._.,... ~,:' -~ /' ·,, ' \ " .\ I t ------~ .. -~~, "·,·~~, -. ~ ". '.,. --.... ---. ' 1·. B U I L D I N G P E R M I r. ··.·--PCR ·wo :·_ PCR91038, ·. _ :proj~o·t: N.oi· A9oct142s _-· ,06/04/91 '6_8:15 Page· 1 of ,1 .. Str-: Deve_lopm~nt No~.'' : ,' ; . Ff:; . St:'e: · -· _-· . . Job Address.-:. 1958 Permit Typ_e: PLAN J?arcel No:' -Vc1.luation: KELLOGG AV CHECK REVISION "'"271.9 06/04/~!l, :.QO!i1' 0.L _ (l2 --· '. . -{:.:.f't~f1T., 11[{.;qc(. 0 CQnstruction Type: NEW Occ·upari<;:y. Group: B2 Class Code; Sta·'ttis: ISSUED . ;,.. ' ~ . -{ . .'De~cri_ption: LATERAL BRACH.JG AND VERTICAL_ ~ppJ..1.ed, _06/0:q/91 . ·. ,Apr/ls.sue,i. 06/04/91' :_ SUPPORT FOR ENTRY GLAZIN~ \ •, · . vaiiaatecf By: · cD··· · 619-452-3'.j.88'. . . ._,_· -.FINAL.APPROVAL. .. . " 1~P, -.-·oATE··:· ·. ,._ -· ,_·'. ,: .. "' · 1 ~...e..:,z,uu.;.:;;: ~ ' · r: .,rn:~+;;z -....:.::., '" ,> ~LEARAi~CE . ="""'==.==--""'--If'""-==--,.===.,..,.,.,,....,,...='!>-: . I. crrv OF CARLSBAD 2075 ~ Palmas Dr., Carlsbad CA 92009 (619) 438;-116J '• ,- '· I I V l i Address · 1'~68 JLCJ;..."I-J-~-:,:i~ Near<:>st Cro~s.Streets ~ffl11NO vrt;:,A :13Qe::L.e tEGAL DESCRIPTION . Loto. Subdivision Name/Nl.lllber . Unit. ~o. · Phase No. CHECK BELCM IF SUBMITTED: · 2 Energy Cales ASSESSOR I S P.ARCEL PROPOSED USE . ' .. ' ·., BLDG. SQ. FTG. # OF STORIES 3. ·coNtAcT PERSON NAME 1'1,:\.~JL..~. ADDRESS 48G8 sqtz.4~· r-20 .. c;;;:uPE r~ cm s,;,4N o~o ZIP CODE 4.:::2 r.:21 DAY TELEPHONE :@l1) 452 -~ ~0. ·.~IGNAT\JRE 4. APPLICANT NAME .cuy · 5.. PROPERTY OWNER NAME CIT-Y 6. CONTRACTOR NAME, CHY SIGNATURE DESIGNER NAME . CITY STATE OIINER STATE STATE STATE LIC. # ____ _ ST.ATE FOR CONTRACTOR ADDRESS ZIP CQOE ADDRESS ZIP CODE ADDRESS ZIP CODE OOIINER LICENSE ·CLASS, _____ _ TITLE ADDRESS ZIP CODE, 0 AGENT FOR OWNER DAY TELEPHONE []LESSEE. OTENANT D.AY _TELEPHONE DAY fELEPHO.NE CITY ,BUSINESS Lie. # DAY TELEPHONE ~TATE LIC. # 7. WORKERS' COMPENSATION W~rkers' Compensation Declaration: I hereby affirm that 1·have a certific~te of cons~nt tp self-insure issued by th~ Director ~i-1.ndustrial Re_lati~ns, · or a certi.ficate of Workers' Compensation Insurance by an acinitted insurer, or an exact ·copy or duplicate thereof cert.ifi.ed by t __ he ·Director of the insurer thereof filed with the Building Inspection Department (Section 3800, ~ab. C). J II SU RANCE_ COMPANY POLICY NO. EXP_IRATION DATE Cert.ifitate of EX""1)tion: I certify'that in the performance of the work fqr 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. SIGN_ATURE ,DATE ~. ~WNER-BUILDER DECLARATION owner-Builder Declaration: I hereby affirm that I· am exempt from the contractor's Licens·e Law for the followin!l reason: 0 I as owner of the property or my employees with "'ages as their sole compensatiorJ, ~i-ll do the'work ~nd the str.ucture is n~t ·intended or offered for sale (Sec. 7044, Business and Professions Code: the ·Contractor's License Law does .not app(y to an owner of property who builds or improves thereon., and wh·o. ·does such work himself or through his own ""1)loyees, prov.ided that such, improvements are not intended-.or offered for sale·. If,. h<>wever, ·the-bunding or improvement is sold w.ithin one year of compl·etion, the owner-builder wilt. have the burden of proving that he_ditj not b\lild or improve for the purpose of sale.). · D I, as owner of the property, am exclusively contra,ting with licensed contractors to construct the· project (Sec. _7044·, 'B4siness iind Professi'ons ·Code: The Contractor's License Law does not apply to an owner of property who builds or improves ··thereon, and contracts for such proj~cts with contractor(s) licensed pursuant to the Contractor's License Law). · []_ I am eX""1)t under Section _____________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any Ci'ty or County which requires a permit to construct, alter, impro'ile, demol'ish, or repair any structur,e, prior to its issuance, also requires the applicant for such permit to file a signed statement that tie is licensed· pursuant ·tg the •provision.s-of tfie Contractor's License.Law (Chapter 9, c;:onmencing with Section 7000 of Division 3 of the Busini!ss and Prqfessions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of sec,tion 7031.5 by any applicant for a permit subjects the·appl:icant to a·civil penalty of not more thari five hundred dollars [$500]). · SIGNATURE ·OA_TI; COMPLETE THIS SECTION. FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant requi.red to submit a business plan, acutely hazardous materials regfstration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? · DYES QNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or'·air quality m~nagement district-? DYES ONO Is the ·fac_i l ity to be constructed within 1,,000 feet of the .outer boundary of a school site? DYES IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING·THE REQUIREMENTS OF ~~E OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION i;oNTROI. DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending aQency for the performance of the work for which this permH is issued (Sec 3097'.Ci-J-Civil _Code). ~ENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S ·sIGNATURE _ . I certify that I have read the application and state that the above information is corre·ct. agre~ ):o· ccimpl y wi.th all. City orainances and State laws .relating· to ouilding construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentior\ed'pr.qperty for_ inspection purposes. I ALSO AGREE TO SAYE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST All LIABILITIES, JLOGHENTS, COSTS AND EXPENSES 'WHICH MAY IN ANY IIAY ACCRUE AGAiNST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by he Building Official under the provisions of this Code shall expire by limitation and'become null and void if the buildin~. · not conmenced wi.thin 180 days from the date of such permit or if the bui l~ing or work author-ized ,by such permit is suspended work is conmenc~d for a period of-180 days (Section 303(d) Uniform Building Code): · D OIINER O CONTRACTOR c;JBY PHONE WHITE: File YELLOW: Applicant_ Af'i>ROYEIFBY £, _· .. -'-_-'. ,-.--'----;,a/_.'·.,.:·.._. ?.~re::,-,' ,-.,:··· .' .: .. -, ESGIL CORPORATION - _ 9320 CHESAPEAKE DR-., SUITE 208 SAN DIEGO, CA 92123 (619) 56CH468 DATE: s-'? I -'t I QAPPLICANT JURISDICTION: ~ TI~ OFILE COPY OUPS QDESIGNER PLAN CHECK NO: PROJECT ADDRESS: / q ~ g; kl; L LO~~ . PROJECT NAME: J.1 c C. O t<?..t-f I C-)<:..-r Pl HI l,. 'J ff!tA...S I. ::, F Ft C (E' I s,.J A-!'< e' f+i>U..::, ~ ~ The plans transmitted herewith have been corrected where ~ necessary and substantially comply with the jurisdiction's D D ·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 enciosed chec~ list ~nd should be corrected and resubmitted for a complete recheck. 0 .. The check list transmitted herewith 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·conta~t person.- O Th~ applicant's copy of the check list has been sent to: ~ Esgi], staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: Telephone# ------------------0 REMARKS: _____________________ _ By:· ... t415G DOl /fi:/JTl? Enclosures: -----------ESGIL CORPORATION ~ --z.~ -1' / 0GA DAA ORN ODM Dates ;-/ ~ / / Cf I Prepared by, A-BG Jurisdiction C4eL S 13 Jt:;-D VALUATION AND PLAN CHECK FEE PLAN CHECK NO, '7'D -I et t> BUILDING ADDRESS / '7 5'"2 I< r?l.L OG~ fW~ CJ Bldg. Dept. O Esgil APPLICANT/CONTACT !·--1 JC+e:.k-Lt:tNG14-IJ BUILDING OCCUPANCY B -2 ---------- PHONE No.(j,1:7) 4-5Z -3/R~ DESIGNER PHONE ------TYPE OF CONSTRUCTION v --. JJ -------CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER fCe-(//>I 0/1.) To /4-PP/<!:_C>Llf?. D St;=7 (';,p-PC-19NS Air Conditionin£ Commercial. @ Residential ta 'Res. or Comm. Fire Snrinklers @ Total Value Building Permit f"ee $ -----'----------------"'--------- plan C he Ck f" e e---'$'----'Hf?...,__....;;.'-....,tJ,J-+--) __ , ___ 1-+_r:..._· _@ __ ._g_g __ ,;_z~~-"'-x--'-,-=-'-=Z--;_,S::...___$;::;..__,..;.,_o...;,...;_z...J.L...;__ COMMENTS._:--------------------------- \ ' - SHEET_{_ OF_~,~'- 12/87 PERMIT APPIJCATION City of Carlsbad Building Departllll!l'lt 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PfiltMIT WP.H DATE _______________ _ A -U Commercial O New Buildmg U Tenant Improvement B -iJ Industrial U New Building D Tenant Improvement C -D Residential D Apartment D Condo ti Single Family Dwelling D Addition/ Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar Other 12-\SV 2. PROJEGT INFORMATION FOR OFFICE USE ONLY Address I q ~ JL.l:3~ A""i<'e-Bmldmg or Suite No. Nearest Cross Street LEGAL jj£scRlPTION Lot No. SuixhV1s10n Name/Number UmtNo. Phase No. cfi£CRB£WW IF SOBMI'l'IED: D 2 Energy Cales a 2 Structural Cales a 2 Soils Report Cl 1 Addressed Envelope PROPOSED USE SQ. FT. . # OF STORIES ~G NAME ADDRESS CI1Y STATE ZIP CODE DAY TELEPHONE 5. PROPER1Y OWNmt NAME ADDRESS CI1Y STATE ZIP CODE Df',.Y TELEPHQNE 6. CDN'l'RACl'oll NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CIASS CI1Y BUSINESS LIC. # DESIGNER NAME ADDRESS CI1Y STATE ZIP CODE DAY TELEP.HONE STATELIC. # 1. WOIU<filtS' OOMPENSJmON Workers' Compensation Deciaranon: I hereby afhrm that I have a cernhcate of consent to self-msure issued by ilie Director of lndustnal Relations, or ·a certificate of Workers' Compensation Insurance by an admitted insurer, or an ex.act 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 Cernhcate of Exemption: I cernfy that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so-as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWNfill-BUnnmt -DECOOtAfibN . owner-Bmlder Declaration: 1 hereby afhrm that 1 am exempt from ilie Contracto?s License Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have tl_le burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with.licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). D I am exempt under Section ______ ....,,_ Business and Professions Code for this reason: (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 SECHON mn NON7RESibENTIAL 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-Tann~r Hazardous Substance Account Act? DYES D NO · Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY QF THE ANSWERS ARE YFS, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLF.SS nm APPUCANT ~ MET OR IS ~G nm REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICFS AND nm AIR POILUTION CDN1ROL pISTIUcr. 9. OONSIRUCllON LENumG AGENCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this ·permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME LENDER'S ADDRESS 10. A.PPLlCANTt!EllTIFlcA'fibN I certify that I have read ilie apphcat10n and state that the above mformatlon 1s correct. I agree to comply w1ili all City ordmances 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. lALSO AGREE 10 SAVE INDEMN1FY AND KEEP HARMLF.SS nm CITY OF CARISBAD AGAINST AIL UABIIJTIES, JUDGMENTS, OOSfS AND EXPENSF.S WHICH MAY IN ANY WAY ACDlUE AGAINST SAID CTlY IN CDNSF.QUENCE OF nm GRANTING OF TIIlS PERMIT. vations over 5'0" deep and demolition or construction of structures over 3 stories in height. TE: File YEIJ..OW: Applicant PINK: Finance / f· ~ ~ -~~ ~i-I l ~ = ~ '1 r.~ -t::.. I:· ~-E ~1_)1 r---------...-----1---~-~-~_o_._11_' -~1.---1/~,----~. -<---·-@. 1---+---,1!--!-!->.-~-'---+--+-----...,___,__-l-l+i.~ I i-----+---~f--1-l--'---l-. --;-: ··-·i---' +--+---+H+--1 q}---r-" II ~ c, N 1"f4. ""' -· C> ' c:..t --~ ~ .. -f.-. ~a 2 C? • ~..:""\\' /~ %' ··L ~ ~,.,, I--' ·0 '~ -?~ .s_ ~-~ :: I ~ c:;:,<_ tJt:'~ . ~ . m· "°,¥. ' ~~ ' ~~. REVISION TO HANDICAP PARKIN.G STil.L _ W -L= ~7(Z;. c:t?1 JULY 1,_7,1991 ' ''.' G t ,~ ' ', ' ~ " ,_., '' ,l ·. ,...,,._. ' ' .. ,., .. l. .. ·:v,, . ,,• -,.. ' .-1 : ffl' •• ~ I . ,j: }McCORMICK· FAMILY TRU' • • f • • • • -f • • ,, .. • .. • • • : . "'O· . . .. . .. . ... .. . .. . . ... . . . . .... ' .......... . {!/TY t·· 2 ..