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HomeMy WebLinkAbout1969 KELLOGG AVE; ; CB962258; Permit~~ -Q__e_{~ # OdCJc).000 3 t\-u.-4,\\ "fF-t 7So3\ O 1I29/'97 16 : 5 5 ,Page 1 of. 1 B U I L D I N G P E R M I T Permit No: CB962258 Proj~ct No: A9603215 D1:velopment No: , Job Address: 1969 I{ELLOCiG AV Suite.: Per.mi t Type: INDUSTRIAL 'l'ENANT IMPROVEMEN'r Parcel No: 212-092-12-00 ,, ' . ~ . Valuatipn: 356,249 Lot#'~- 2194 01/29 i97 000.1 O:t C-PRMT Construction Type: VN Oc.cupancy Gro:up: Reference#: Description: 25704 SF TENANT IMPROVEMENT Appl/Ow.µr : CORNELIUS, RICHARD 5355 MIRA SORRENTO PLACE #750 SAN DIEGO, CA. 92121. 619 Status: Applie_d: Apr/Issue.: Entered By, 452-3188 ISSUED 11/22/96 01/29'/97 MDP *** Fees Required · :i..1:.1: __ ., •• \1::-*"*_.--···--~Fe'e"s--...... J~:~11ected & Credits . *** -----------------------------/-------..-.. ·-----. "::..------------------------- . Fees: 10,777. op/ · :''?. ( ("·· /~~\ /;;· ¾--~, Adjustments: .Y,4fo 1;:::\ ( "2::-.::>tJ)o.t~!Lii-~i ts\. . . O O .: .Total Fet:1s:-10,777.00'1\\ ;J" Total1h.bi··r:e:0:t,!':1 1;656,00 ! '-v.-., ' \ " l t'\1' Ii , . . . .. _,/ /, ·":· Ba¾an,oP.-. pµ:eA . 9 , 121 , o o \ ,.;-~ "' "\..':: < •• , ' Fe~ descr.iption 1 ,·-' . /,. . n.,...1 u~~s ~'ee/,j]ni+-. Ext fee Data /; / (.._.,, "" / .?,..-YI.Ar , ~-~Q --.,; \ ----------------------:--:-.,..,-;;;;,,_.-r-------,'-'r.f\~':!,.-:-----. yc;: ___ ~---------------- Building Permit / 0':·~~---/~·-..:· ,<:::::-..::--:..__~~ ~#\~?) \. 1539,00 Plan Checl:: ; -/ .... ~~--~~-~..,. .% / 1/ 1000.00 ' r • ' • ,.z~ ,•' .. / Strong Motion Fee / :1' 1·-. / ,~---. .......... ·rr c·o-=:-\ 75.00 {LJRenset fund},. ·~ .. ::-, f:. \ ~ ) 2362. oo (Lid :T,ttFD\ f;~~a1}1 '\,..,, ·,.,.; fi--~-~C ·./ _... 2180,, 00 . \ _ -(TI JR' ,f u~ UL_ I , ~ 11 1 5 So . o o . fi;'l'.IF CFO\P'~nd ~ ~ ·-z 1468. oo · ,1: BUILDING TOTAL \ .. , / j\..':::,. i~l,.C;..Y / I 10214. 00 Enter· "Y" for Plumbing, ~ssu_~-~-F'~et.; > '('JI, ~ / ·;. 20. oo Y Each Plumbing Fixture ~r r_r~.a~) .. ~> !NCOR~~:ATED 17// ~-09, 119. 00 Each Install/Repair Watt3f ~r:.i_,~; ~ Y~--~-~ <:/<\\['1 JO 7. oo . Each ~a.~er .Heater and/or ~°:t~':(; I/ > •... ~ ~~~\.\ 7,,.. 00 7. 00 Gas P1p1ng System '" "(s It f .c~ (Pro\\o ~~ //'I. 00 14. 00 ,'< PLU1•1BING TOTAL '--,. c..r lj ~ \.f'-,..,/ · 167. 00 Enter "Y" · for Electric Issue Fe<::-·,-:--..?...__ ~~ 10. oo Y Remodel/Alter Per AMP > ~--· 10-00 . 25 250. 00 * ELECTRICAL TOTAL 260.00 Enter, 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts/Heat Pumps > 12 9.00 108,00 Ea9h Exhaust Fan > 2 6.50 13.00 * MECHANICAL TOTAL 136:oo AP-P/ROVAL .. ,,~----DATE 7/t¥'f-1 . . CLEA.RANCE-~------ CITY OF CARLSBAD · 2075 Las. Palm,as Dr-., Carisbad, CA: 92009 (6J9) 438-1161 _ i PERMIT APPUCATION City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 i. PiltMrr TYPE From List 1 (see back) give code of Permit-Type: ___ .._!_::(....__._I _____ _ For Residential Projects Only: From List 2 (see back) give Code of Structure-Type:------------------'"--- Net Loss/Gain of DweIJing Units------,--------------- 2. PRClJECT INFORMATION FOR OFFICE USE ONLY Address· 11/pc!( ltS{...L,Q'.(6' kJe. Bmidmg or su;te No. Nearest Cross Street CA.....,, t.lo VIDA ?..o&~~ I NAME (last.name first) ADDRESS NAME (last name first) TE:4-f A...e.,..'>' L., • ' ADDRESS 4S'50 LA .Jot.L,A \/ -~~eL l>A., ,.t,11::91.90 6. =~'Dll?f)ID STATE(.A ZIPCODE:Jt-li1:( DAYTEU:PHONE urc:i,4"5'1,5JQO NAME(lastnamefirst)~.,. 6fstl~ t...l.lJ. ADDRESS IS6 VALM;e,1Td1 ve Dt.D,~OITE. A CITY 4-A-J IAA,lo'1 STATE t.A ZIP CODE1io~4 DAY TEI,EPHONE t,ic, ,41 J .... 'f~3b STATE LlC. #~~7t,G;)tf. LlCENSE CIASS ) I SIGNATURE DATE 8. oWNER-BDllDER DECLARATION Owner-Builder Deciaranon: I hereby afhrm that I am exempt from the Contrae;:to?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 the 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 I:.aw 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). 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 ex t ther~ , and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the a lie vii penalty of not more than five hundred dollars [$500)). SIGNATURE 1~1'<i ;. ] DATE Is the applicant or fu e building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention progrl under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? YES ONO Is the applicant o future building oc,r.u ant required to obtain a permit. from the air pollution control district or air ·quality management district? DYES NO Is the facility to be constructed withi~OO feet of the outer boundary of a school site? . . DYES NO . IF ANY OF TIIE ANSWERS ARE YES, ~ AL CERTIFICATE OF cx:x::upANCY MAY NOT BE~ AFTER JULY 1, 1989 UNLESS TIIE APPLlCANT HAS MET OR IS MEETING TIIE RF.QUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE Am POU.UTION OON1ROL DISTRICT. 9. wNS'IROCIIDN 1£.NDING AG-ENCY . I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this pernut 1s 1ssuecj (Sec 3097(1) C1VJI Code). LENDER'S NAME ~ LENDER'S ADDRESS --------- 1o. APP11CAN1 CfiltllFiCAliON I cerufy that I have read the apphcanon and state that the above mformanon 1s correct. I agree to comply with 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. I AISO AGREE 10 SAVE IND~ AND KEEP HARMLESS TIIE CITY OF CARLSBAD AGAINST All IJABILITIES, JUDGMENTS, COSIS AND EXPENSES WIIlCH MAY IN ANY WAY Aa:RUE AGAINST SAID CITY IN OONSEQUENCE OF TIIE GRANTING OF 11IlS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0!' deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code·shall expire by limitation and become null and void if the building or work authorized by such permit is riot commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or aba~onet;:any t' e fter the work is commenced for a period of 180 days (Sectio 303( Uniform Building Code). APPIJCANTS SIGNATURE • ~ • t I ,,'2, DATE: WlllTE: File YELLOW: Applicant PINK: Finance . ---- S E W E R P E R M I T 01/29/97 16:57 Page, 1 of 1 . Jo.b ~ddress: 1969 KELLOGG AV Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 212-092-12-00 Description: 9i70.SQ FT . : WAREHOUSE TO O.FFICE; PORTION Suite: . .Permitee: ODYSSEY GOLF 619-431-9966 1945 CAMINO VIDA ROBLE STE J CARLSBAD CA 92009 . CITY OF CARLSBAD Permit No:' SE960156 Bldg .. l?lanC!,:#: ·CB9622.58 ' ' 219l} 01/29/97 0001 Ol -02 Status: ISSUED Applied·: 12/31/96 Apr/Issue: 01/29/97 . Expired: Prepared By : . MAM 2075 Las Palmas Dr., Carlsbad~ CA 92009 (619)· 438-1161 .. 1 I I I ;I I I ,f PERMIT# CB962258 DESCRIPTION: 25704 SF TENANT TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 04/17/97 IMPROVEMENT STE: INSPECTOR AREA TP PLANCK# CB962258 OCC GRP CONSTR. TYPE VN LOT: .JOB ADDRESS: 1969 KELLOGG AV APPLICANT: CORNELIUS, RICHARD CONTRACTOR: PHONE: 619 452-3188 PHONE: OWNER: REMARKS: RS/DAVE/471~9388 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# GR960002 RW960043 SE950135 AS960027 FS960010 SE960156 AS970012 PHONE: TYPE STATUS GRADING ISSUED ROW ISSUED swow ISSUED ASC ISSUED FIXSYS ISSUED swow ISSUED ASC ISSUED CD LVL DESCRil?T.ION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical --------------------'----'------------------------------------------------------,-~- £ ± -· ***** INSPECTION HISTORY***** DATE 041097 032897 032497 032497 032197 031497 031397 031397 0.31397 031_297 031297 031297 031297 030597 030597 0305.97 020597 020397 013197 013197 DESCRIPTION Final Combo Final Combo Const. service/Agricultural Const. Service/Agricult~ral Rough Electric Rough Combo Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rpugh/Ducts/Dampers Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Combo ACT INSP CO TP CO TP PA TP PA TP NR TP PI TP AP TP AP TP Al? TP PI TP PI TP PI TP PI TP AP TP PA TP CO TP PA TP PI TP PA PK PA PK COMMENTS SEE JOB CARD SEE JOB CARD MAIN,SUB PNLS, TRANS(NO REVS/ MAIN/SUB PNS/TRANS(ND REV 5/6 T-BAR GRID CEIL LITES DUCTS CEILING INSP SHORTEN TRP ARM@ R&D SEISMIC BRACE LINKED CEIL LIT SEE CALL SLIP HIGH WALLS ONE SIDE HIGH, LOW WALLS STR COORD'S WATER TEST ONLY,SEE CARD CO ON HIGH WALLS SEE JOB CARD & INSP NOTES SEE JOB CARD & INSP NOTES FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING r.F'L~E:J PLANNING U/M WATER PLAN CHECK#: CB962258 PERMIT#: CB962258 PROJECT NAME: 25704 SF TENANT IMPROVEMENT ADDRESS : g:g-6·9-KE":GLOG'G'"-AV--::] CONTACT PERSON/PHONE#: RS/DAVE/471-9388 SEWER DIST: CA WATER DIST: CA INSPECTED· t.... BY: 1--,~0 INSPECTED BY: INSPECTED BY: COMMENTS: DATE I INSPECTED: 1 f 7 DATE INSPECTED: DATE INSPECTED: DATE: 03/28/97 PERMIT TYPE: ITI 1ijfE<G~~W7~~ ITT MAR 2 7 1997 JY By L' . 7 APPROVED DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED I :1 I ! f FEB.10.1998 12:15PM -' ,., HAMANN CONSTRUCTION . u City of Carlsbad 2015 I-as Patm.-s Drive, Carlsbad, California 92009 INSPECTION RECORD ~ It NO.416 P.3/3 INSPECTION J3ECORD CARD~WITH APPROVED PLANS MUST BE KEPT ON THE· JOB JOB1 ADDRESS:._~~;...Ji':!.-.,<.-c::;;;.Ji..t:::..:...,,~~~....;.~~----------------------- OWNEAS NAME:, _ __,...,.._~-,:;.;.:.!.-1.__.;__,;;~..;;::.__.. _______________________ _ US!: OCCUPANCY TYPE C NST. DATE :;., CONTRACTOR BUILDING APPROVl=D TO COVER Type of lnsp11C11on Date ln5p11ctor .A Nct11:s BUILOING ,/~J#ft..P FOUNDATION ~~.tl~J --r,.rl"' ~I'?~ ~J~,,1.1' R~INFORCEO STEEL -/l Z-r .. .A' "9,.>-P ,n,1,; ,,_,,, ~-/l'llf'~ M·ASONRY .:;-~ ~., --1-" )') ~ ~ -.-.://.L. rr'~ I ~,6, _, .,. ..,. ,Ill~~-~ I -i GROUT ..ri WALL QljAJ!'IS 1 &tJ/4-' ,--~---~ <"-;:1 C) .t,. A p, ,rt) u/,.,A.V ' - TILT PANEL,S . I ' " ,,~. -.t..-1" ./-~ '!'l.~-"!l.. <, ...L ,_a 'fl.I POUR STRIPS J •h..6'NT',--./ ,A,,:'_·-I~ .,../,. , -.."J/_j . sua FRAME CJ rLOOR 0 Cl:ILING I I / . ~~'--/JA.9V j •-A~J -Jii.j, 2,. 9/,s .. q s/.u, RbOF SHEATHING t.-C. •f? --Y /kl~ -· -~-~M J.AOL,/,_,,;..,r::n/ rl r,P I EXT, SHE~FI PANELS ,, -· .,A?~ ----~_r~-=J~ J.. c:A..AA -"t,/U)/ii_ FRAME · .Pe:~ r~-,.,. . .J.. ~,.,MU-c ---'·. /,1,11)b l INSULATION ~~.t!. A.1,/;/~ ~ 1 •t;t .J-Gt.:1'-',_,, ~,/IA\. ~~TERIOFI LATH ' INTERIOR LATH&, DRYWALL FINAL PLUMIJING . /) . p seWER AND BL/CO 0 PL/CO 3~t:i rp ,. fJ.h ... t:,~ .s.~-.. ~ ~ /----.~ UNDERGROUND [:J WASTE CJ WATER -:/,#'ti ~A-i' -. -:-,~ ..r.-..---~ -,,,, __ - TOP OUT O.W,ASTE 0 WATliR , r . TUB AND SHOWER PAN l:l GAS TEST ~ GAS PIPING 0 WATF:_R HEATER 0 SOLAR WATER FINAL ELECfRICAL D ELECTRIC UNDEAGROIJND Cl UFER ROUGH ELECTRIC WALLS OUGH ELECTRIC CEILING C'.l ELECTRIC SERVICE 0 TEMPORARY Cl l!ONDING CJ POOL MECHANICAL UNDERGROUND DUCTS &. PIPING , I DUCT ~ F'LEM, CJ FIEF. PIPING - HEAT· AIR COND. SYSTEfy'IS VENT.ll.ATING SYSTEMS -FINAL CMWD CROSS CONNECTION TEST ~38,2722 FINAL ' CALL FOR FINAi. iNSPECTiON WHEN ALL ' APPROPRIATE ITEMS ABOVE HAVE BE/;N APPROVcD FINAi. Sign When Apprapriirto : 131,1lldlng Oept. llnseec:tions) 43B-31O1 Are Departmint 93,.2121 JIJ.h":ftl h., ,l'\. A PlannlnlJ Department 438-11 s, 0 _ Eoglnoerino/Watar De_Pt, llnspacti0nsl 438-3~91 i3llllding Inspectors l7arn•4pml 438-3560 CMWD 438-2722 l~~v l ,U9::i ~l::t: ijAt;" ru11 Sfl!t,;JAL NU I f::ti > 1-112-vn. ,·vu WABTB•:v&IIT ISOMBTIIIC MOTS: 1/4" PLI" rr. l'ALL 1-1/2" V'l'II I l. I l /~ ::j EsGII Corporation Professionai Pfan. !l(.e.view 'Engine.e.rs DATE: JAN 29, 1997 JURISDICTION: CARLSBAD PLAN CHECK NO.: 962258 · SET: IV CJ APPLICANT CJ JURIS. CJ FIRE CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 1969 KELLOGG AVE. PROJECT NAME: ODYSSEY GOLF D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's ***U**U* codes when minor deficiencies identified below are resolved and checked by building departmerit staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: j/\ / Oate contacted: (by: ) i'tJ' Telephone #: REMARKS: Please see attached fwfQaining P/M corrections. · By: Ali Sadre Enclosures: Esgil Corporation D GA D CM D E;J D PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGII Corporation Professional Pfan ~vie.w 'Etr.ginurs DATE: JAN 24, 1997 .. JURISDICTION: CARLSBAD PLAN CHECK NO.: 962258 PROJECT ADDRESS: 1969 KELLOGG AVE .. PROJECT NAME: ODYSSEY GOLF SET: III 0 APPLICANT <Ci"JURIO D FIRE 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's """""""",.,. codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~-The applicant's copy of the check list has been sent to: SMITH CONSUL TING AIA, 5355 MIRA SORRENTO PL.,# 750, SD., CA 92121 ~-Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise tt,e applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) .. Telephone#: [2J Rl=MARKS: Please see attached for remaining PIM corrections . . By: Ali Sadre l;nclosures: Esgil Corporation . D GA D CM 181 EJ D PC 2/27 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 CARLSBAD 962258 JAN 24, 1997 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) . 1. Provide mechanical ventilation in all rooms capable of supplying_ outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 The equipment, storage, and warehouse area. Plan sheets A3, A4, P1, & E1 describe . the area as "equipment". Sheet A3A describes . the area as "equipment" and includes a detailed layout, Sheet A7 describes the area as F- 2 "manufacturing". Recheck the actual use of this area, and if a manufacturing process, address the. various ventilation requirements: i.e. air changes per hour, dust collection~ etc.. If this area is to be used solely for non-occupied storage, change the-various plan sheets to match the actual use. 2. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5 Either clearly note that Class I, II, or Ill liquids will not be in us~ or show areas and ventilation that they will be in use in. See above correction. 3. Provide data on proposed .hazardous material to be stored and used. UBC, Section 307 and UFC. Not provided. See correction above. A. Clearly show the amounts of each type of hazardous material to be stored and in use. B. Clearly show where in the buildings each type of hazardous material is being stored or used. C. For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, sectioh 8003.18.2-5. 4. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Continge·nt upon reply to question above. See correction above. A. Detail the required make-up air as per UMC, Section 505.6. B. Detail the exhaust outlet clearances as per UMC, Section 609: 10. C. Detail ducts conveying explosives or flammable vapors, fumes or dusts shall -extend directly to the exterior of the building without entering other spaces. UMC, Section 505. 1. D. Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. E. Detail duct c!eanouts as per UMC, Section 609.4. F. Detail required explosion venting of dust collections systems as per -UMC, Section 609.5 CARLSBAD 962258 JAN 24, 1997 G. Detail .duct support as per UMC, Section 609.6. H. Detail fire protection as per UMC, Section 609. 7. I. Detail clearances fro_m combustibles as per UMC, Section 609.8. J. Detail protection from physical damage as per UMC, Section 609.9. ENERGY CONSERVATION 5. On the plans clearly show the wall and roof insulation locations, thickness, and R- values, as per th~ energy design. Missing details, i.e. insulation on concrete tilt up wall and insulation above ceiling tiles., The details are still missing on the plans. I do not know what on the plans the detail referenced in your response references to. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. •,;:,. DATE: JAN 8, 1996 JURISDICTION: CARLSBAD PLAN CHECK NO.: 962258 EsG·I1 Corporation Prof essiona{ Pfan ~view 'Engineers SET:U PROJECi ADDRESS: 1969 KELLOGG AVE. PROJECT NAME: ODYSSEY GOLF D APPLICANT aJ~ D FIRE DP EVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff: D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. -~ The check list transmitted herewith is foryour information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: SMITH CONSULTING AIA, 5355 MIRA SORRENTO PL.,# 750, SD., CA 92121 j:gJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation-staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: \U-{ ) Telephone #: C8J REMARKS: Please see attached for remaining PIM corrections. By: Ali Sadre Enclosures: Esgil Corporation 0 GA O CM [gj. EJ O PC 2/27 (,_ trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,. CARLSBAD 962258 JAN 8, 1996 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) I. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 The equipment, storage, and warehouse area. II. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or m-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air ·changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5 Either clearly note that Class I, II, or Ill liquids will not be in use or show areas and ventilation that they will be in use in. Ill. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310 To the tail piece of a lavatory is OK, but to the tail piece of a sink is not. Please correct. "Typical" note to janitors sink still on plans. IV. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. Provide the required shut-off for smoke control. Where is the total coverage smoke detection system and interconnection shown on the plans? V. Provide the second floor plan to show the required duct chases through the upper floor level to the roof. Units are shown directly above mezzanine throughout floorplan. VI. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. Not provided. A Clearly show the amounts of each type of hazardous material to be stored and in use. B. ·Clearly show where in the buildings each type of hazardous material is being stored or used. C. For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. VII. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Contingent upon reply to question above. A Detail the reqt,Jired make-up air as per UMC, Section 505.6. B. Detail the exhaust outlet clearances as per UMC, Section 609.10. C. Detail. ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. .... .. CARLSBAD· 962258 JAN 8, 1996 D. Detail minimum duct conveying velocities .as per UMC, Section 505.4 and Table 5-A. E. Detail duct cleanouts as per UMC, Section 609.4. F. Detail required explosion venting of dust collections systems as per UMC, Section 609.5 · G. Detail duct support as per UMC, Section 609.6. H. Detail fire protection as per UMC, Section 609.7. I. Detail clearances fromcombustibles as per UMC, Section 609.8. J. Detail protection from physical damage as per UMC, Section 609.9. • ENERGY CONSERVATION VIII. On the plans clearly show the wall and rogf insulation locations, thickness, and R-values, as per the energy design. Missing details, i.e. insulation on concrete tilt up wall and insulation above ceiling tiles. Note: If you have any questions regarding this plan· review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. EsGII Corporation Professionaf Pfan !l(e.vie.w 'Engineers DATE: DEC 5, 1996 JURISDICTION: CARLSBAD PLAN CHECK NO.: 962258 PROJECT ADDRESS: 1969 KELLOGG AVE. PROJECTNAME: ODYSSEY GOLF SET:I O~~ANT ~ CJ FIRE 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********"'* codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. · O The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corre~ted and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant- contact person. cg] The applicant's copy of the check list has been sent to: SMITH CONSUL TING AIA, 5355 MIRA SORRENTO PL.,# 750, SD., CA 92121 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: .(by: ) Telephone#: D REMARKS: By: Ali Sadre Enclosures: Esgil Corporation ~ GA D CM ~ EJ D PC 11/26 trnsmtl.dot 9320 Ches~peake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 2 CARLSBAD 962258 DEC 5, 1996 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 962258 OCCUPANCY: B/S-2/F-2 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: 8,000 JURISDICTION: ·CARLSBAD USE:: OFFICE/ MANUF/WARE ACTUALAREA: 25,761 STORIES: 1 + MEZZ · SPRINKLERS?: Y REMARKS: HEIGHT: NO CHNG OCCUPANTLOAD: 250 · DATE PLANS RECEIVED BY JURISDICTION: 11/22 DATE INITIAL PLAN REVIEW COMPLETED: DEC 5, 1996 FOREWORD {PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/26 PLAN REVIEWER: Ali Sadre This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the.1994 UBC .. The following items listed need clarification, modification or change. All. ·items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city ·Iaw. To speed up the rncheck process, please note on this list (or a copy) where each correc;tion item has bef!n addressed, i.e., pl@n sheet number, specification section, etc. Be sure to enclose the marked up listwhen you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot -. X{ . -~ :~~- CARLSBAD 962258 DEC 5, 1996 1. On the first sheet of the plans please indicate: • Present occupancy classifications of the remodel area (i.e., vacan~). • If the building is sprinklered, • The total occupant load of the remodeled area (per 12/A-7). 2. Provide a section view of all new interior partitions. Show: a) Please specify the size & spacing of the shot pins with their minimum embedment anq their end spacing. 3. In buildings having floors ,and roofs of wood frame construction draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 708. 4. If non-rated corridors are used per Section 1005.7, Exe. 8, provide a reference to the corridors on the floor plan, noting that the corridors are non-rated per Exe. 8. 5. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in USC Sections 709 and 710." 6. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 7. No wiring is permitted on the roof of a building and wiring on the exterior of a building· requires approval by the Building Official. (City Policy) 8. All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening (if applicable). 9. Where is the outline of the mezzanine and stairs to it, which is not a part of this permit? 1 O. Wall details 1, 2 & 3/A-7 as referenced under legend should say 1, 2 & 3/A-6. 11. The one hour wall detail and the one hour corridor both reference to sheet 7 /A-6, clarify. 12. Clarify the location of the handicapped shower curtain rod on detail 10/A-7 (in the middle of the shower). 13. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: -, •:, CARLSBAD 962258 DEC 5, 1996 1. Deliver all corrected ~ets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to tbe City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are subn:-iitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 14. Please see attached for P/M/E corrections. 15. · To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 16. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes O . No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your. project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1993 NEC + JURISDICTION: Carlsbad + PLAN REVIEW NUMBl:R: 96-2258 + PLAN REVIEWER: Eric Jensen DATE: 12/4/96 CARLSBAD 962258 DEC 5, 1996 1. Show the location of the electrical service and panelboard "H" on the electrical floorplan. 2. Identify all components shown on the single line as new (N) or existing (E). 3. GFCI protected receptacles are required at bathroom receptacles and within 25' of roof mounted HVAC equipment. 4. The prints must be signed by an approved person. 5. Provide the specifications for the exit signs detailing the alternate illumination source available. 6. Show the required ~xitway illumination, if any. (UBC 1012) 7. Show the cold water bond and LIFER conductor sizing on the single line diagram. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 96-2258 + PLAN REVIEWER: Glen Adamek DATE: 12/5/96 SET: I 1. Each sheet of the plans must be signed by the licensed designer. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Provide water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 3. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 4. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 CARLSBAD 962258 DEC 5, 1996 5. Show water heater size, type and location on plans. UPC, Section 501.0 6. Show that water heater is adequately braced to resist seismic' forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.0 7. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 8. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 9. New urinals and ·associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards rnstitute Standard A 112.19.2. H & S Code, Section 17921.3(b). 10. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for Wheel chair access. UPC Section 410.3. Also drain must be 6 inches maximum from rear shower stall wall in wheelchair accessible showers. 11. Showers and tub-shower combinations, control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 12. Detail ladder access to roof mounted HVAC equipment. UMC, Section 321.8 13. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 14. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point.at or near the floor. UBC, Section 1207.5 15. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310 To the tailpiece of a lavatory is OK, but to the tailpiece of a sink is not.-Please correct. 16. !=ire rated ·corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 Please correct. CARLSBAD 962258 DEC 5, 1996 17. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per l,JMC, Section 608 and also see Section 203. Provide the required shut-off for smoke control. 18. Provide the second floor plan to show the required duct chases through the upper floor level to the roof. 19. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show the amounts of each type of hazardous material· to be stored and in use. b) Clearly show where in the buildings each type of hazardous material ·is being stored or used. c) For .fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. 20. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. · a) Detail the required make-up air as per·UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Section 609.10. c) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. d) Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. e) Detail duct cleanouts as per UMC, Section 609.4. f) Det~il required explosion venting of dust collections systems as per UMC, Section 609.5 g) Detail duct support as per UMC, Section 609.6. h) Detail fire protection as per UMC, Section 609.7. i) Detail clearances from combustibles as per UMC, Section 609.8. j) Detail protection from physical damage as per UMC, Section 609.9. • ENERGY CONSERVATION 21. On the plans clearly show the wall and roof insulation .locations, thickness, and R-values, as per the energy design. CARLSBAD 962258 D~C 5, 1996 22. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). 23. The lighting fixtures shown on sheet E-2 do not match the lighting fixtures shown on the L TG-2 form. Please correct. 24. The corrected, completed and signed PERF-1, ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this plan review list plea~e contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD 962258 DEC 5, 1996 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Ali Sadre BUILDING ADDRESS: 1969 KELLOGG AVE. PLAN CHECK NO.: 962258 DATE: DEC S, 1996 BUILDING OCCUPANCY: B/S2/F2 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. i) MULTIPLIER ($) Tl. 25.,704 26 . 668,304 Air Conditioning Fire Sprinklers TOTAL VALUE 668,304 [811991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 2,546.50 [g] 1991 UBC Plan Check Fee O Pla!l Check Fee by ordinance: $ 1,655.22 Type of Review: [g] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 1,324.18 Comments: --------------------------·-------------------------- Fire Services Review: . D Fire Alarm D Complete Review D Other: Esgil Fire Services Review Fee: Comments: D Suppression System $ Sheet 1 of 1 macvalue.doc 5196 \ City of Carlsbad • ¥i If~ •• 1144 Aili· I •14-ki ii 1,14 Ii I BUILDING PLANCHECK CHECKLIST DATE: IJ-/~-1'6 PLANCHECK NO.: CB 7"6c:? i?S ~ BUILDING ADDRESS: /96 f ~tj: t2t&f < PROJECT DESCRIPTION: ~ ASSESSOR'S PARCEL NUMBER: c;Q/q/ -~ VALUE: 'ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The -approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instruc~ions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior-to construction of the following improvements: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future lmprov~men1 Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of.:.Way Permit Submittal Checl<list and Information Sheet D Sewer Fee Information Sheet DENIAL Please se~th attached report of deficiencies marked with . Make necessary corrections to plans or specifi ations for compliance with applicable c;:odes and standards. Submit corrected plans and/or spedfications to this office for review. By: Date: By: Date: ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4315 A-4 I\LASPAlW,S\SYSII.IBRARY\ENGIWORDIOOCSICHK~STIBulclng -Cldlt BP0001 Fann MM,!IOC Rw.812119S 2075 Las Pal mas Dr. • Carlsbad, CA 92009-1576' • (619) 438-1161 • FAX (619) 438-0894 Q Cl )( BUil.DiNG PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B, Existing & Proposed Structures C. Existing Street Improvements 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography D. Property Lines Easements E. Easements F. Right-of-Way Width & Adjacent Streets 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 USC 2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutt.er at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent." [Per 1990 USC 2907(d)5] 4. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description +-For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION G:ILIBRARY\ENGIWORDIDOCS\CHKLsna..tdlng Plllnchedc Clclst BP0001 Form MM.doc Rev. 8/21~ ' " a a a. a BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. · Project does not comply with the following Engineering Conditions of approval for Project No. ______________________ _ Conditions were complied with by: __________ _ Date: ---- DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ _____ _ pursuant to Code Section 18A0.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map anq submit with a title report. All easement documents must be approved and signed by owner(s) prior fo issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of re submittal. Dedication completed by: .... · __________ _ Date: ---- IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of buHding · construction whenever the value of the construction exceeds $ _________ , pursuant to Code Section 18.40.040. Public improvements required as foilows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvement requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. · Improvement Plans signed by: _________ _ Date: ---- Page 2of 4 G:ILIBRARYIENG\WORDIDOCSICHKLST\&Jilcing Planc:hed< Ck1s1 BP0001 Form MM.doc Rev. 8121/116 2"d./ 3rd.I 0 0 0 [j 0 0 a 0 BUILDING PLANCHECK CHECKLIST 7b. Construction of the public improvements may be deferred pursuant to Code Section 1 S.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. ' Future public improvements required as follows: Improvement Plan$ signed by: Date: ---------- 7c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found ·adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS ihe conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Sb. Grading Perm'it required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to Issuance of a Building Permit. . . OaJ'r 3/ s-lA Grading Inspector sign off by: __________ Date: Sc. No Grading Permit required. Page 3 of4 G:lllBRARYIENG\WORDIDOCS\CHKLS'N!<ilclng Pllnchock Cldtl BP0001 Form MM.doc Rev. 8121M o. 0 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public 'Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: A separate Right-of-Way permit issued by the Engineering Department is required for the following: 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 12. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Page 4 of 4 G:\LIBRAR'i'IENGIWORO\OOCSICHKLS'Nluilclng -Cldol BP0001 form MIi.doc Rev. 1121/116 ENGINEERING DEPARTMENT ENGINEERING .REVIEW SECTION FEE CALCULATION WOR·KSHEET 0 Estimate based on 'unconfirmed information from applicant. ~Calculation based on building plan~heck plan submittal. ·Address/']_ hq /f,d/ ... "!/ffl: tk£_· Bldg, Permit No. Prepared by:l(}A /1'\.._ Date: ~l/..1.fc. Checked by: _______ Date: _________ _ EDU CALCULATIONS: List types and square footages for all uses. rJ;;,. _ · f tv.a1e-fi.0ct.se.. fo . ~-t::.JC,U.,/L-. 3 3 Types of Use: tJ'f---f lc...e . E( . Sq. Ft/Units: _ ~ EDU's: ____ 0 ______ _ rnon..t..-fai-fc.trln!:J,. t ~-a ':) Total EDU's: ____ -=--_0 --=->=---- ADT CALCULATIONS: List types etnd square footages for all uses. Types of Use:LlJtUE' OQC£Sf +o 0++'1C.:e..' & (Y)a nu+ C(c_fur,'113 Sq. Ft/Units: ______ _ ADT's: __ ___,_/ __ 3____._1 __ ·rota! ADT's· __ .... /_3_o/'--_ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES tJ NO (See Building Department for amount) WITHIN CFO: 0 YES (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) ~K-IN-LIEU FEE PARK AREA:_· __ ____ FEE/UNIT:. ____ _ X NO. UNITS: __ _ ~.TRAFFIC IMPACT FEE ADT'~/UNITS: I 3 q x FEE/ADT: ~ ~ ~GE AND THOROUGHFARE FEE ADT's/UNITS: _______ _ ~LITIES MANAGEMENT FEE X FEE/ADT: ___ _ ZONE: ___ _ SQ.FT.: __ _ ~.SEWER FEE PERMIT NoQ/?90 0 X FEE/SQ;FT,:. ___ _ EDU's: 3o 3 BENEFIT AREA:U ,cl x FEE/EDU: ; r / o DRAINAGE BASIN: JU A=- ' ' EDU's: ___ _ ~AGE FEES PLDA ___ _ X FEE/EDU: --- HIGH ___ / LOW __ _ ACRES: . ~R LATERAL ($?,500 DEPOSIT) X FEE/AC: ...... --- ~TERFEE EDU's: ____ _ • C X . FEE/EDU:__, __ =$ -0 =$ 3, oSS' ' =$ ,5, q73 --&-=$ _____ _ =$ :1Y =$-6-- ~- =$ ~\ TOTAL OF ABOVE FEES*: $ q, 03 / *NOTE: Thia calculation sheet la NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with. Building Permits. P:\OOCS\MISFORMS\BP0002.FRM REV 01/04/95 ,& DU'S /J..)are./2ouse.. +o o-F+,·c..-e_ °I u}-70 .pf lu ar eAou.s e... c./ O Cf,c)_70 0 4DT's C o+-f tc..e.) i ;J-70 t:£-! JtoO ~ /5 c_cu"s) q,;;.. 10 ¢ f 5t5ci) <_J · s5 '7 C/dJ-. 70 rzf d9/o~ C/ ;) 7 D t;zf 3/obD -3~.3 ;is L_ 4roi 131 U) a t .e__ ,(_ Oll Set-! "f-0 /,fyJ-,-e..A.o c.o, -e.._J Sid &>d-P.5. "\ n o a_ c( c/ i f-1 tJ rt a_ / -f:e e S l =-Fee a_, .:.r S.A e_j f pe' 111 t:) ' ' ('\ ,. >, .c N ~ ~ Q) .c (.) C: "' ii: ~ ~ ~ Q) .c (.) C: "' ii: ·~o PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 9& -22.f8 Planner Sfeue,, S/f'Vlf'YIS APN: 2 I :2--a q 2-_ -I 2 cJO Address t<?Co9 /<'e//og Auer1uv (./ Phone (619) 438-1161, extension l/328 Type of Project and Use: 'Xnfer/or Irvip,auefvleats 1/lclud;r15 mech.., ;lumbt//5, elec. Zone: /J-l?'V Facilities Management Zone: ___ 5 __________ _ -CFO (infiiuii)p Circle One (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES NO /4PE ---- DATE OF COMPLETION: ---------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES _ NO :;:;~PE __ _ APPROVAL/RESO. NO. ---'-----------_DATE ___ _ PROJECT NO, _______________ _ OTHER RELATED CASES:----,------------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval Coastal Zone Assessment/Compliance Project site lo·cated in Coastal Zone? YES NO/ If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt or Coastal Permit Required): . If Exempt, proceed with checklist; if Coastal Permit required, hold building permit until ·coastal Permit issued. Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ODD lnclusionary Housing Fee required: YES NO/ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Site Plan: l. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required -Shown 2. Lot Coverage: ·Required Shown - 3. Height: Required Shown 4. Parking: Spaces Required NC --~---Shown Guest Spac~s Required _ ___,a.._·_·.;....-· __ _ Shown Additional Comments -:I/1ie,D·o, . Te.r1oll f: /lvJjlr:oue/ne,Jt f a f f!?;f.1rhnf) 6u/ld/ag ;'t?cludtocf. aecelo fed ezec/2aoua.f ,< lolumh10#,, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER c1 LzovJMzazr DATE / Z-J-9 & City of Carl·sbad 96365 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, January 3, 1997 Contact Name Address Smith Consulting Arc 5355 Mira Sorrento_ Pl Ste 650 City, State San Diego CA 92121 Bldg. Dept. No. CB96-22ss Planning No. Job Name Odyssey Golf --"---,-=-------'-------'------ Reviewed by:_f_1...b __ 1{-E-~"---"'---o Job Address _1_9...;...69_Ke_ll_o,..,gg.._ ___ -'---,----------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Dep_artment Use Only Review 1st'-----2nd,_ __ 3rd __ ~ Other Agency ID CFD Job# __ 96_3_6_5 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 C-ity of Carlsba-d 96365 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, December 11, 1996 Contact Name Address Smith Consulting Arc . 5355 Mira Sorrento Pl Ste 750 City, State San Diego CA 92121 Bldg. Dept. No. CB96-2258 Planning No. Job Name Odyssey Golf ---"-----=------------'---'----- I Reviewed by: f\.~ · 1\.3,.h Job Address ~1_9_;:__69'--Ke.;._ll_o"'!--"gg..__ _______ __, _____ · Ste. or Bldg. No. ____ _ D Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. ~ Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st'----~ 2nd. __ _ 3rd.~--- Other Agency ID CFD Job# __ 96_3_6~5 __ File# __ ~_ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carts·bad Fire Department General Comments: Date of Report: Wednesday, December 11, 1996 · Contact Name Address Smith Consulting Arc .5355 Mira Sorrento Pl . City, State San Oiego CA 92121 Ste 750 96365 • Bureau of Prevention Bldg. Dept. No. CB96-2258 Planning No. _____ _ Job Name Odyssey Golf Job Address 1969 Kellogg --~---"-..;;..,.....-------,-'---~------Ste. or Bldg. No. ____ _ Provide floor plan. for usage details for equipment lab arid warehouse. Any high pile storage anticipated? High pile storage requires separate submittal and permit. Provide project data keynote to reflect building is sprinklered. Any hazards in lab? Spray booths, Dust collectors? 2560 Oric;>n Way • Carlsbad, California 92008 • (619) 931-2121 -------·------·-----------·-·--------------··•"" ___ .,...._ --------·-----------'----· .. 810 W, Los Vallecitos, Ste A an Marcos CA •92069 Office (619) 752-7010 FAX (619) 752-7092 76 ;ld S'¥ 6.~~~F._~~~~·-----c:-___ _ Job Name Job Address _..,_/:'1_,_,_u'-'?1'-4-----"'-/;':.---=c--L--:......:.....:1,...oc....::....._;G,~C., f:::...V(::.,, ~12.L,!,_~ ~- Job No. __ '-::1_._.'"'"'-:7._,,,,2c...-=o,,,._,Z..=-Z.-=-__.2=----Sheet No. -·-1~/_1 ___ _ By ---'-----'--t-1_...;._e:::> ______ ---'----Date---'2.::....,,f--'-7+-/_.q.-17 __ _ ....... :f=t'L-A.ti\ b·: .... ~o ..... %~ ... ,.~ . '2-.E..Gl...., .. l c:.. b ... . ' . . ; . ': . : . ' ' ..... · .... _ ..... : .... · .......... .' ........................... : ...................... .. .... --t•u• ••••••••• .. ••••••::.·., .. 4 ............ : .,,: .. , m .. ~ ... •••••••: • ! ,', ,_ .. ,,: ,,.: ............. _•••'.--•• • ,,., ., .... : .. ••••••••• ...... :. • .. -......... ; ..... : ........ .: .................... ·: .• . .. .•. .i..... . ................... ; . . • ;. • ... :. . .•. • .. . ; ......... : .... .'. ...... i ..... : .. ...i .......... ·: ..... L. ...... ; ........... L .. ~ ............ :. ....... · .............. : ..... i ... · .. · : ........ ; .. •••• •••• ; ..... , ... ••••••••:••,.•••• , • .,,., "!""""l"""""••·v• ••• ----·--··-··· ··----·. ----. --···-· -. __ -----.. - ' ' ; : l : l ' : i : j i ! : ' : : t i i +:t:;:::;::j::ti'.~i:L: !;_-:-:--:~ j rt~rlt! !Efl I : :=:A:~JH: dJ/-i ~Li= ::!··-··-/-·!Hi= ~;HH:H: j:LhtT/: :~=+'.:f~-:1: :~.~?:: . ~r-:.· .. _: · :, DIE'l'RICH ' IJ!!.I INOUSTRIES, INC. SUBJECT _ __..._~----- FACIUTY __ ~--- SHEETNO • .-z..... O~-- I $ av ___ DATE __ _ '\?,6.~c,-1 12. 'b.-:., A : t.. /J.Ac.l · . ~ox: . -BIL-A OG--, ""''-' iJ..ez:l o t:!!!. 4 · o '-·-1-"A:<. ::t.f b-ruo.s -'"! -S.'"\11...,e'°\.,. I '~,(.._(7..e~ s e ~ ,s.,p ·-- THI c;AI.CW'T10NI CONT'AIN!D HlftEIN NIE SUPPLIED 90LELYT0 ABSIIT IN THE ISl!I.ICTICH ANDIOA ANAL.VIII 0, DlliTRICH INDUSTRIES, INC, PRODUCTS, THE CAl.CilM110NIMI l'ftlLMNAAV IN NAMI AND ARI NOT INTIHDEDTC REPLACE THE CAI.CULATION$NI) IEfMOU Ol'THI AA0Hlffli1' OR ENBINEER 01' RICCRD, DIITAIOH INDUSTRIU, INC, IN AINDIAING IUOH CALCWTIONI SHALL IN NO WAY al CUMID"IO ASSUMl>MY PIIIOFESSIONAL AISPONSIBILFTY .ANO HEIIIEl!IY Dlla.NMI Nl'f AN0ALL SUCH UABIUTV CA 08UCJA,,ON. = CONTINUOUS SEAM ANALYSIS -~------~~------~----~~- TOTAL B~AM LENGTH (FT) ••... 28.00 DEFLECT.ION CRITERIA .•.••..• L/240. NUMBER OF POINT LOADS •.•..• O BEAM REQUIREMENTS MAXIMUM MOMENT ....• MAXIMUM SHEAR •..•.. REQUtREO INERTIA •.. POINT LOAD LOCATION, POINT LOAD LOCATION --~~--~---~~-----~-~----~-~----~~----~~~-----~~----- .3 -3292.S IN-LBS -69,4 LBS .47 IN"''4 =•=====:z••=====••====••=====••=====-=:.======•=====r.::a•=====••=====:11====s;:•=====•= • SPAN LENGTH (FT) MOMENTS LEFT W RIGHT (LBS/FT) (IN-LB$) SHEARS LEFT RIGHT (LBS) $PAN MAX. MOMENT (IN-LBS) SPAN MAX. SHEAR (LBS) RIGHT REACTION (LBS)· ----------~------~-----~~----•~-----~~------~-----~~~---~-~----~~w---~~---LEFT .oo .oo .o .o .o .o 45.S7 OVERHANG .0 .o 0 .oo G .oo 1 23.00 s.oo .o 4S.6 2491.8 -69.4 136.80 -3292.S -69.4 0 110.40 @ 276.00 2 5.00 s.oo -3292.5 67.4 .o 67.4 -42.37 .0 42.4 Q 336.00 @ 276.00 ~====•=====••====~••====••====••====••••====••=====~-=====•====~--=====~====i = SPAN MAXIMUM DEFLECTION (;INCHES) INFLECTION PT. DEFLECTION (INCHES) IREQ (IN .... 4) ~~--~-~~~-----~-----~~------~----~-~~-~--~~~----1 2 HOTE: .54588 0 124.20 -.02345 I 300.00 NIA NIA N/A N/A .47 .09 THE CALCULATIONS CONTAINED HEREIN ARE SUPPLIED SOLELY TO ASSIST IH THE SELECTION AHO/OR ANALYSIS OF DIETRICH INDUSTRIES, INC, PROOU THE CALCULATIONS AR! PRELIMINARY IN NATURE AND ARE NOT INTENDED TO REPLACE THE CALCULATIONS ANO SERVICES OF THE ARCHITECT OR ENGINE OF RECORD. DIETRICH INOUSTRIES,INC. IH RENDERING SUCH CALCULATIONS SHALL IN NO MAY BE DEEMED TO ASSUHE ANY PROFESSIONAL RESPONSIBILITY ANO HEREBY DISCLAIMS ANY ANO ALL SUCH LIBILITY OR OBLIGATIOH. COPYRIGHT (C) 1993 IY DIETRICH INDUSTRIES, IMC, ALL RIGHTS RESERVED. r-r, J BEAM COLUMN ANA~YSIS OF A 3.625w CWN 20 ga. 33 kei ---~--------~-----~-----~~--~--~~~~---~~----~~~----~~----~~~----~~---- PHYSICAL ENGINEERING PROPERTIES IN KIPS AND IN. ______ .,..,. _____ Wflllo ...... ~ ____ ...,._ ______________ ............ ~------.... -------------.-, ... ----"*--... --- FY •••• •33.00 AG ••• = .23$ M • • • • • • .632 AN ••• • .186 GAGE .. 111:. 0346 XB ••• • .390 XO •••• =-1, • 022 XBN •• ::a: .498 WEB ••• :ia 3.625 IX ••• :s .484 J •.•.• =. 000095 IXN •• = .475 FLG ••• = 1.375 sx ... = .267 cw ••.. Iii .163 SXN •• = .262 LIP ••. w: .37S RX ••• = 1.427 RO •••• • 1.826 RXN •• • 1.598 IV ••• • .060 -BETA •• = .687 IYN •• = .050 SY ••• • .062 SYN .• = .058 RY ••• = .503 RYN •• • .519 IXD •. • ·.484 EEf. LENGTHS & BUCKLING STRESSES IN KIPS & IN. ~~------~~~----~~-----w~•-----~~------~----~~~~----~~------~------•~~-K*LX ••.• =276.00 FE1 •.•• = 32,01 'K*LY ••.. • 48.00 SIGEX •• • 7.78 K*LT .••. = 4$.00 SIGT •.• • 27.31 K*LYM ..• • 48.00 FE2 ...• = 7.02 K*LTM •.• • 48.00 FN •••.. • 7.02 FE1M ••• • 32 .0-1 SIGTM .• • 27 .31 ca ... •1 .ooo CMX •• $11 .·ooo CMY •• =1.000 ACTUAL & ALLOWABLE AXIALS & MOMENTS IN IN-LBS. --~----~------~~------~~~-----~~-------~------~~-----~~------~~~-----~ PACT ••.•..•••••.• = 140.00 MXACT ....... = 3293.00 PALL(COMP •• STR.).= 2777.82 MXALL(STR.).= 5066.95 PALL(COMP.,STAa.)= 792.09 MXALL(STAB.)= 4370.08 PACT(TEN.) ..•...• = .00 ALPHA ••..•. • .85 PALL(TEN.) ....••. • 3680.41 INTERACTION EQUATIONS MYPACT= MYP ••• = MYNACT"" MYN ••. = ALPHA.== .oo 1086.77 .oo 1130.37 .96 --~~~------~~------~~---~-~~~~------~-------·-----~~------~~------~---STRENGTH INTERACTION.= .700 STABILITY INTERACTION=1.0S8 1ENSION INTERACTION •• = -.754 NOTE: THESE CALCULATIONS CONTAINED HEREIN ARE SUPPLIED SOLELY TO ASSIST IN THE SELECTION AND/OR ANALYSIS OF DIETRICH INDUSTRIES INC. PRODUCTS. THE CALCULATIONS ARE PRELIMINARY IN NATURE ANO ARE NOT INTENOEO TO REPLACE THE CALCULATIONS OR SERVICES OF THE ARCHITECT OR ENGINEER OF RECORD. DIETRICH INDUSTRIES ·INC. IN RENDERING SUCH CALCULATIONS SHALL IN NO WAY BE DEEMED TO ASSUME ANY PROFESSIONAL RESPONSIBILITY ANO HEREBY DISCLAIMS ANY AND ALL SUCH LIASILTY ANO OBLIGATION. - COPYRIGHT 1992 SY OIETRICH INDUSTRIES INC .• ALL RIGHTS RESERVED. I Cf~~ ((J:/L.U4'( ~ SINGLE LINE DIAGRAM 2000 AMP 120/208 VOLT BRACED FOR 48K AIC ,-----0 ---------------7 NOTE: MAIN SWITCH AND GEAR EXISTING t : I I I I I I I ! I 9 i 9 1 i I i 1~~001 i I i ~ f i f i L ___ L~ J_tu_ __ -t __ LL ~-J TO SDG&E n :;0K;AU !2) TYPXFMR m -,-208X230.VOLT u'la -, I !i!i 4..,.#2 cu· 1 1/2··c_---...-l- THHN nnnnnnn 'H 1 'A' ·a· 'C' ·o· ·E· ·F· 'G' · 1 ' I I I I f I I I I I I I I I I I I.,_) I LJ LJ CJ DDDLJDD ALL FUSES 200 AMP TYPE T EXCEPT Ka HARE 100 AMP 3-#2 cu 1 1/4 .. C. THHN 4-#3/0 cu 2"C. THHN 9~-::2~S"6 Sheet1 ,ltiq PANEL DIRECTORY . Volts: 120/208 Panel B Mains: 60AMP Phase: 3 t.ocation: OFFICE Bussina: 150 AMP Wire: 4 Feeder: SEE SINGLE LINE DIAGRAM Feed: MAIN CB WATTAGE WATTAGE A B C LTG REC BKR CIR CIR BKR REC LTG A B C CONVENIENCE OUTLETS 720 4 20 1 2 20 2 800 BREAK ROOM " -" " 720 4 20 3 4 20 4 720 FURNITURE BASE FEED " II It 540 3 20 5 6 20 4 720 II II II 7 8 20 4 720 " " " " " " 720 4 20 9 10 20 4 720 " " " BREAK ROOM 800 2 20 11 12 20 4 720 " " " MICROWAVE 780 1 20 13 14 20 4 720 .. .. .. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33. 34 35 36 37 38 70 2450 SUB PANEL B-1 39 40 2100 " " " 41 42 2100 " " " 1500 1440 1340 LOADCALC'S 4690 3540 3540 TOTALS A* B ... c .. 6190 4980 4880 TOTA!:.LOAD 16050 WATTS AT 120/208V 3 PHASE 45 AMPS HIGH PHASE 6190 WATTS AT 12OV j PHASE 52 AMPS Page 1 Sheet1 PANEL DIRECTORY Volts: 120/208 Panel 8-1 Mains: 70AMP Phase: 3 Location:_ OFFICE Bussing: 150AMP Wire: 4 Feeder: SEE SINGLE LINE DIAGRAM Feed: MAIN LUG WATTAGE WATTAGE A B C LTG REC BKR CIR CIR BKR REC LTG A 8 C COMPUTERS 350 20 1 2 20 350 COMPUTER COMPUTERS 350 20 3 4 20 350 COMPUTER COMPUTERS 350 20 5 6 20 350 COMPUTER COMPUTERS 350 20 7 8 20 350 COMPUTER COMPUTERS 350 20 9 10 20 350 COMPUTER COMPUTERS 350 20 11 12 20 350 COMPUTER COMPUTERS 350 20 13 14 20 350 COMPUTER 'COMPUTERS 350 20 15 16 20 350 COMPUTER COMPUTERS 350 20 17 18 20 350 COMPUTER COMPUTERS 350 20 19 20 21 22 23 24 25 26 27 28' 29 30 1400 1050 1050 LOADCALC'S 1050 1050 1050 TOTALS A* B* C* 2450 2100 2100 TOTAL LOAD 6650 WATTS AT 120/208V 3 PHASE 18 AMPS HIGH PHASE 2450 WATTS AT 12OV 1 PHASE 20 AMPS Page 1 Sheet1 PANEL DIRECTORY Volts: 230 Panel F Mains: 200AMP P.hase: 3. Location: MACHINING. BussinQ: 200AMI" Wire: 4 Feeder: SEE SINGLE tlNE DIAGRAM ,Feed: 2Q0 AMP'M,\\IN .. WATTAGE' WATTAGE A a C LTG REC BKR CIR CIR BKR REC LTG A B C LATHE #1. 39.10 30. 1 2 30. 3450 MILL #4 " " 3910 3 4 3450 ... " " " 3910 5 6 3450 " " .. LATHE #fl 3910 · 30 .' 7 8. 20 2300 MILL #5 " " 391.0 Q 1.0 2300 " " : " " 3910 11 1'2 2300 " " LATHE #3 3910 30 13 14 30 1150 OUTLET " " 3910 15 · 16 1150 " " " 39.10. 17. 18. 11.50 " LATHE #4 3910 30 19 20 30 1150 OUTLET " " 3910 21 22 1150 " .. .. 3910 ·23. 24 1'150 " MILL #1 3450 30 25 26 3.0 1150 OUTLET " ,; 3450 27 28 1150 " II " 3450 29 30 1150 n MILL #2 5290 40 31 32 " " 5290 33. 34 " " 5290 35 36 MILL·#3 3450 30 37 38 " .. 3450 · 39 ·. 40· " " 345.0 41 42 27830 27830 27830 LOADCALC'S 9200 9200 9200 TOTALS A* 8* C* 37030 37030 3703© TO:(ALLOAD 11.1.090 WATTSAT230V 3 PHASE. 1.60 . AMPS HIGH PHASE 106950 WATTS 160 AMPS Page 1 ' ' Sheet1 PANEL DIRECTORY Volts: 120/208 Panel G Mains: 200AMP Phase: 3 Location: WAREHOUSE Bussinq: 200AMP Wire: 4 Feeder: SEE SINGLE LINE DIAGRAM Feed: MAIN LUG WATTAGE WATTAGE A B C LTG REC BKR CIR CIR BKR REC LTG A B C HVAC#9 3840 40 1 2 HVAC#9 3840 3 4 HVAC#9 3840 5 6 HVAC#10 3840 40 7 8 HVAC#10 3840 9 10 HVAC#10 3840 11 12 HVAC#11 3840 40 13 14 HVAC#11 3840 15 16 HVAC#11 3840 17 18 HVAC#12 3840 40 19 20 HVAC#12 3840 21 22 HVAC#12 3840 23 24 SPACE HEATERS 720 20 25 26 SPACE HEATERS 720 20 27 28 SPACE HEATERS 720 20 29 30 WATER HEATER 2596 30 31 32 WATER HEATER 2596 33 34 .35 36 37 38 39 · 40 41 42 18676 18676 16080 LOADCALC'S 0 0 0 TOTALS A* B* C* 18676 18676 16080 TOTAL LOAD 53432 WATTS AT 120/208V 3 PHASE 148 AMPS HIGH PHASE 18676 WATTS AT 12OV 1 PHASE 156 AMPS Page 1 ) . Sheet1 PANEL DIRECTORY Volts:230 Panel J Mains: 200AMP Phase: 3 Location: MACHINING Bussim:1: 200AMP Wire: 4 Feeder: SEE SINGLE LINE DIAGRAM Feed: 200AMPMAIN WATTAGE WATTAGE A B C LTG REC BKR CIR CIR BKR REC LTG A 8 C BAND SAW 3266 30 1 2 30 3266 MILL #9 " " 3266 3 4 3266 " " " " 3266 5 6 3266 " " GRINDER 3266 30 7 8 30 3266 MILL #1047'38 " " 3266 9 10 3266 " " " " 3266 11 12 3266 " " DRILL PRESS 3266 30 13 14 " " 3266 15 16 " " 3266 17 18 DUST COLLECTOR 3266 30 19 20 " " 3266 21 22 " " 3266 23 24 MILL '116 4738 40 25 26 " " 4738 27 28 " " 4738' 29 30 MILL #7 4738 40 31 32 " " 4738 33 34 " " 4738 35 36 MILL #8 3266 30 37 38 " " 3266 39 40 " " 3266 41 42 25806 25806 25806 LOADCALC'S 6532 6532 6532 TOTALS A* 8* C* 32338 32338 32338 TOTAL LOAD 97014 WATTSAT230V 3 PHASE 141 AMPS HIGH PHASE 97014 WATTS 141 AMPS Page 1 I I I I I I I I I I I I I I I I I I I 810 W. Los Vallecitos, Ste A • San Marcos CA •92069 (619) 752-7010 • FAX (619) 752-7092 DATE: PROJECT: LOCATION: CLIENT: March 27, 1997 Commercial Building 1969 Kellog Ave, Carlsbad, California C.S.I. General, San Marcos, CA TABLE OF CONTENTS Scope of Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet 1 Detail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet 2 Structural Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheets 3 -6 Job No: 971507-2 I I I I I I I I I I I I I I I I I I I THE ENGINEERING DESIGN GROUP BY MO DATE 3/97 SHEET_I _OF_ PROJECT: MOUNTING OF MECHANICAL UNIT AT 1969 KELLOG AVE, CARLSBAD, CA SCOPE OF WORK: At the request of the project contractor, we have visited the above referenced site to evaluate the installation of the mechanical units (total of 11 units). Our analysis included the structural review of the steel roof framing shop drawings which were prepared by I.S.P. Corp of El Paso, Texas. From our review and limited structural analysis of the framing system, we concluded that the subject mechanical units are located at feasible structural locations. However, it is our opinion it is required to upgrade the framing at these locations, by providing blocking as required and outlined in the c d detail. Our representative should observe and certify the inplenient ·ans of th e ggested upgrades upon completion. JOB NO.961507-2 475 CARMEL STREET • SAN MARCOS • CA • 92069 • (619)752-7010 • (619)752-7092-FAX I I ENGINEERING ESIGNGROUP GEOTtOHCl<. CM!. STllUCTWI. ...... m,n.11.11. COOSU.TNITS RlftRESaHTW.&aJM\4£llCW. COOS1RLCTlON 810 W. Los Vallecitos, Ste A ";,,,San Marcos CA •92069 Office (619) 752-701 0 FAX (619) 752-7092 Job Name H~vt,q11"1V\ .~E__t:1_~\.-J_t_.~L.. ____ t.l~~~rn-~ ___ _ Job Address I~ <..J? -'1 --~c,, Job No.--~vl'5o7 ___ Sheet No.----~---- 8y ___ t:1_o_f:.. _____ Qate----9-/-4-+1---- i i . / : : . . . ! . .... \ -~ ···{···,··+·+··· .. : ..... ; .... +·· . : .. : .. }--····· ..... t. .: ... ~ .. t . :··· ·; ... , ,. ~-~ ..... i •.••. i ..... : ..... : .... i .•.. l .... ; .... ( ····•·,-·-\ i I ; : i l ~ . .. .. . ..... .. . ... . ... . l .( ..... : ·; ........... ·-··· . ~ ...... ? .i _c ,'.~ if __ :_: ___ -L;-_ _----- .. _. . ·.-·~ ·. 1 · :. ··: ·:· .. ;: ·~· ... · _-:··· :.: ... :: ·· ..... --. .-: .:·.=.-.:::-:.= ... :.-: :.: .. . :.::·:.:;': .. ···:· ·· ....... '. ..... : : ·:. .... . ....... ·'· ................... : .. . ..... ; .... , .. : .. 1-··'· ···:··-: l---------'--+----'-----· --·: • I • •. ..i,. · <· •· f• •• "i•" ·: """>" ••• •• ~--••• • •••• , ....... •• •• ·••• • ·• ; ........ : .. -: ........ f-· .. : .... :. J---. : .... . ............... , ......................... : ... : ... l. ........... : ..... .. •• •y•••J'•" I 1· I I I I I I I I I I I I I I I I I GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. THE DESIGN IS BASED ON THE 1994 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. 5. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH TABLE 18-I-A OF THE 1994 UNIFORM BUILDING CODE, ALLOWABLE SOIL BEARING PRESSURE= 1000 PSF. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH LATEST U.B.C. STD OR THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH A MINIMUM SLOPE OF 2% FOR AT LEAST 7'-011 UNLESS NOTED OTHERWISE. 4. PROVIDE MINIMUM FOUNDATION PER TABLE 18-I-D OF THE 94' U.B.C. FOR STUD BEARING WALLS, U.N.O .. I I I I I I I I I I I I I I I I I I I CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,000 PSI. 2. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE11 , LATEST EDITION. 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 6. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. 7. SPLICE CONTINUOUS REINFORCING WITH 30 DIAMETER OR 2'-011 MINIMUM LAP. 8. TYPICAL CONCRETE COVERAGE OF REINFORCING: • CONCRETE CAST AGAINST EARTH ........................ 311 • EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 ......... 211 • #5 AND SMALLER ..................................... 1 ½11 • UNEXPOSED -COLUMNS, BEAMS AND GIRDERS .............. 1 ½11 • SLABS AND JOISTS ................................... 3/411 TIMBER 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH AND SHALL BE GRADE MARKED AS FOLLOWS, UNLESS OTHERWISE NOTED: 2. • STUDS AND LIGHT FRAMING . . . . . . . . . . . "CONSTRUCTION" OR "STUD" • JOIST AND RAFTERS . . . . . . . . . . . . . . . . . "D.F. NO. 111 • POSTS, BEAMS AND PLANKS . . . . . . . . . . "D.F. NO. 111 • 2 X 4 STUDS OVER 10' HIGH ........... "D.F. NO. 1" ALL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PS-1-83 WITH EXTERIOR GLUE EXCEPT WHERE PERMANENTLY EXPOSED USE EXTERIOR GRADE. I I I I I I I I I I I I I I I I I I I 3. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH½" X 10" ANCHOR BOLTS AT 6'-0" MAXIMUM. 4. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. LAP PLATES 4'-011 MINIMUM WITH AT LEAST 6-16D NAILS + 1211 MAXIMUM O.C. EACH SIDE. 5. SOLID BLOCK STUDS AT 10'-0" VERTICAL INTERVALS. 6. PLACE 2X SOLID BLOCKING BETWEEN ALL ROOF JOISTS AND RAFTERS AT SUPPORTS. 7. CROSS BRIDGE OR SOLID BLOCK BETWEEN ROOF JOISTS AND RAFTERS OVER 10 INCHES DEEP AT CENTER OF SPAN. 8. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE. 9. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE BOLT. 10. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY UNLESS ALTERNATE CONNECTORS HAVE BEEN APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. CONNECTORS SUBJECTED TO CONDITIONS OF EXCESSIVE MOISTURE SHALL BE HOT-DIPPED GALVANIZED. 11. GLUE LAM BEAMS SHALL BE DOUGLAS FIR/LARCH COMBINATION 24FV8 INDUSTRIAL APPEARANCE UNLESS NOTED, MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF THE A.I.T.C. SPECIFICATIONS MANUAL. 12. AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION OF GLUE LAM BEAMS. SUBMIT COPIES OF THE CERTIFICATE WITH ATTACHMENTS TO THE ARCHITECT. 13. NAILING AT TOP AND BOTTOM PLATES, STUDS AND BLOCKING SHALL BE PER TABLES 23-I-M1, 23-I-M2, 23-I-N1, 23-I-N2, 23-1-0, 23-1-P, 23-1-Q, 23-1-W AND 471 OF THE 94' U.B.C., UNLESS NOTED OTHERWISE ON PLANS. 14. PRE-ENGINEERED ROOF TRUSSES SHALL COMPLY WITH THE DESIGN REQUIREMENT OF THE 94 U.B.C., AND THE DESIGN LOAD REQUIREMENTS AS SET IN THE ENGINEERING CALCULATIONS. A COPY OF THE PROJECT DESIGN LOADS SHALL BE FURNISHED BY THE ARCHITECT TO THE TRUSS MANUFACTURER WHEN THE TRUSS ORDER IS PLACED. 5 I I SPECIAL INSPECTION I 1. GENERAL FRAMING. I I I I I I I I I I I I I I I I 03/04/97 11:55 l?agE-1 of 1 Job Address: 1969 f~ELLOGG AV Pe:cmi t Typ1:>: PLAN CHECK REVISION P't1rcel Nv: 212-092-J. 2-00 Valuation: o Suite~ Lot#: PCR No: PCR97003 Project. No: A960321.5 Development No: 3028 03/04/97 0001 01 C-PRfiT Construction Type: VN 02 272.r.f}(~ Occupancy Group: Refererice#: Status: ISSUED Applied: P2/14/97 Apr /Issue: O 3/04/9_7 Entered By~ MDP Description: .SEE TRANSMITTAL DATED2/11/97 : . PERM.I'.C' # CB96-22 5:3 619 4$2-3188 . FINAL APPROVAL fN0!'.:, --DAT . .. -. ·. j·<*·a ,,,_ ......... ~I;".:___ E ---~.,.,.....-----· CLEARAN-CE =::::::-------- CITY OF CARLSBAD 2075 ~s Palmas Dr., Carlsbad, CA 92009 ((>19) 438-1161 ,00 . oo . l; ·1 1 EsGII Corpor<atlon Profe.ssionaf Plan !R._e.vie.'lll 'F-ngiril.eers Ci ' DATE: MARCH 3, 1997 · { JURISDICTION: CARLSBAD \ PLAN CHECK NO.: 96-2258 REV. (CB 97-03) PROJECT ADDRESS: 1969 KELLOGG AVE. SET: I.I \ · PROJECT NAME: ODYSSEY GOLF 0 APPLICANT ~ JURIS. =:> 0 FIRE D PLAN REVIEWER 0 FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's uu1cuu1c codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: ~ REMARKS: Revisions to floor plans under this plan change. A reminder that the dust collection system will be under a sep~rate permit. By: Ali Sadre Enclosures: Esgil Corporation D GA D CM D EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 February 11, 1997 Mike Peterson CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Drive Carlsbad, California 92009 Re: Odyssey Golf 1969 Kellogg Ave. Plan Check No. 962258 Dear Mike: ' Smith Consulting Architects Architecture and Planning Attached please find two (2) sets of drawings indicating "Change Order #1", dated 2-11-97, submitted for a construction change to the above referenced permit. The following is a description of the changes that we wish to institute: 1. Add tempered fixed glass sidelights to rooms 109, 110, 111, 112, 129, 130, 131, 132, 133, & 134. 2. Add tempered fixed glass to Room 108. 3. Add 1 hr walls and details to the west stair. Note: this stairway is inaccessible, as it is the tenant's intention not to occupy the mezzanine until a later date. All stairway work up to the mezzanine is being done at this time in order to minimize the impact of construction on business operations at such time that they permit and build out the mezzanine. 4. Add 1 hr walls and details to the east stair, but allowing access to the landing at the mezzanine in order to gain access to the roof hatch ladder. However, access to the mezzanine is blocked for the above reason. 5. Construct balustrade walls and handrails at the Lobby stair. Again, access to the mezzanine is blocked. 6. Add Room 120. 7. Redesignate Room 138, Computer Room, and Room 120, Conference. 8. Remove existing knock-out panel in the exterior wall at line "D", between line "4" and "5". 9. Install new storefront framing and glass to match existing in new opening. 10. Construct new 60-inch high partitions in Room 122. 11. Add two (2) 6040 fixed glass windows to Room 128. As this project is under construction, we hope that you can review these proposed changes as soon as possible. If you have any questions, or need further information, please call me. Sincerely, Smith Consulting Architects ? ~.U--• Richard W. Cornelius, AIA Senior Project Architect 5355 Mira Sorrento Place • Suite 750 • San Diego, California 92121 • (619) 452-3188 • Fax (619) 452-3907 EsGII Corporation Professiona( Pfan ~view 'F..ngineers DATE: FEB 21, 1997 D FIRE JURISDICTION: CARLSBAD D PLAN REVIEWER D FILE PLAN CHECK NO.: 96-2258 REV. (CB 97-03) SET: I PROJECT ADDRESS: 1969 KELLOGG AVE. PROJECT NAME: ODYSSEY GOLF D The plans t~ansmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *u"u"**** codes. D The plans transm,itted herewith will substantially comply with the jurisdiction's U*****"** codes when minor deficiencies identified below are resolveq 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. 1:8] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1:8] The applicant's copy of the check list has been sent to: SMITH CONSULTING AIA, 5355 MIRA SORRENTO PL.,# 750, SD., CA 92121 1:8] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: 1:8] REMARKS: Revisions to floor plans under this plan change. Please see attached for corrections. By: Ali Sadre Enclosures: Esgil Corporation D GA D CM D EJ D PC 2/18 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 i,· CARLSBAD 96-2258 REV. FEB 21, _1997 1. Please reflect all the inked.-ih changes. on revised sheets, per approved plans. 2. Please show a detail for the glazing in the knock out panel. 3. Show a full height section with details and references for the glazing in the new conference room. 4. Please dimension the exterior (new) storefront and show the ch·ange in elevations. 5. Corridor 115 now exceeds the 20' maximum dead-end criteria, please clarify. 6. Please submit new T-24 for the revised store-front, per A-3. 7. Note on plans all stairs will be blocked at this time on the first floor. 8. Please show framing and architectural stair details on plans (including HC). 9. More corrections may be necessary at back-check. . I/- CARLSBAD 96-2258 REV .. FEB 21, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: SADRE BUILDING ADDRESS: 1969 KELLOGG AVE. BUILDING PORTION BUILDING .AREA (sq. ft.) FLOOR PLANS REV. 2.5 HRS. .. ... Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: PLAN CHECK NO.: 96-2258 REV DATE: 2/21 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN VALUATION VALUE MULTIPLIER ($) 87.15/HR. 217.88 ESGIL FEE $ CITY FEE $ 272.34 Sheet 1 of 1 valuefee.dot TITLE 24 REPORT FOR: odyssey Golf 1969 Kellogg Avenue Carlsbad, CA 92008 PROJECT DESIGNER: REPORT PREPARED BY: Steve Balderrama, CEPE Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 2/28/1997 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresid~ntial Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies .................................. 18 ·PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Address: 1969 Kellogg Avenue Carlsbad, CA. 92008 Designer: Documentati0n: Haynal & Co., Inc. STATEMENT OF COMPLIANCE PERF-1 page 3 of 23 Runcode: 2875-576477568 JDate: 2/28/1997 I _______ _ JBuilding Permit No J _______ _ Jchecked by/ Date I JCOMPLY 24 User 2875 This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code.. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifi- cations, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6, Chapter 1. 1. I hereby affirm that I am elig.±ble under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ SCOPE OF COMPLIANCE (Designers should circle applicable paragraph numbers) ENVELOPE - Principal Designer LIGHTING - Principal Designer MECHANICAL - Principal Designer Required Location Required Location Required Fo;i:-ms: Location of Man LTG-1, LTG-2 on Plans 1 G) 3 (Date) (Circle) on Plans 1 ~ 3 (Date) (Circle) MECH-2, MECH-3, MECH-4 1 A 3 (Cit:61e) PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) Run Initiation Time: 11:12:52 PERF-1 page 4 of 23 Runcode: 2875-576477568 Project Name: Odyssey Golf JDate: 2/28/1997 I Documentation: Haynal & Co., Inc. jCOMPLY 24 User 2875 ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Energy Component ------------------------ Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS GENERAL INFORMATION Conditioned Floor Area: Average Ceilihg Height: Glass Area/ Wall Area: Average Glazing U-Value: Front Orientation: Number of Stories: Number of Zones: Number of Occupancies: 15974 11.8 0.18 1.19 0 deg (N) 1 17 5 Standard Proposed Compliance Design Design Margin -------------------------- 5.62 2.33 3.29 30.50 28.38 2.12 22.67 18.33 4.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.75 45.52 0.23 21.67 21.67 0.00 0.00 0.00 0.00 -------------------------- 126.21 116.23 9.97 Compliance Method: COMPLY 24 v5.00 Location: Carlsbad Climate Zone: 7 ZONE INFORMATION Floor Display Inst Tailored Process Tailored Area Perim. LPD Lighting Loads Vent. Zone Name (sqft) (ft) (w/sf) (watts) (w/sf) (y/n) --------------------------------------·---·------------------------ HP-1 Research/Engineer 1330 0 1.85 0 0 N HP-2 Research/Engineer 1227 0 1.24 0 0 N HP-2 Conference 185 0 1. 75 0 0 N HP-3 Tour/Marketing 692 0 2.50 0 0 N HP-3 Conference 360 0 1. 80 0 0 N HP-3 Hall/Storage 501 0 1.51 0 0 N HP-4 Lobby 862 0 1.11 0 0 N HP-5 Offices/Admin 1736 0 1.49 0 0 N HP-6 Accounting 720 0 1. 65 0 0 N HP-7 Copy/File/Computer 370 0 2.04 0 0 N HP-7 Corridor/Restrooms 904 0 1.31 0 0 N HP-7 Lunch Room 567 0 1. 33 0 0 N HP-8 Office Areas 1872 0 1. 79 0 0 N HP-9 Open Office 1669 0 1.42 0 0 N HP-10 Open Office 1431 0 0.91 0 0 N HP-11 Inventory 1548 0 1. 81 0 0 N Warehouse/Equipment Rm 9787 0 0.00 0 0 N PERFORM?lliCE CERTIFICATE OF COMPLIANCE (part 3 of 3) Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. PERF-1 page 5 of 23 Runcode: 2875-576477568 !Date: 2/28/1997 I jCOMPLY 24 User 2875 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEPE (619) 743-5408 (Signature) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST (Date) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of· the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. Const OPAQUE SURFACES Assembly Name Type Location/Comments R-11 Demising Wall(MTL) R-19 Roof (R.19.2X8.16) R-19 Roof (R-19 on Tile) 6" Cone Wall/R-11 Batt Carpeted Slab Oh Grade Hollow Metal Door FENESTRATION Fraine Orient Panes Type -------- Left (SE) 1 Metal Back (S) 1 Metal Back (SW) 1 Metal Right (NW) 1 Metal Metal Wood Woqd Metal None None Exterior Shade OH ----------------------- None N None N None N None N ENV-1 page 6 of 23 Runcode: 2875-576477568 JDate: 2/28/1997 I jCOMPLY 24 User 2875 Glazing Type Note to Field ----------------------- Single Tinted Single Tinted Single Tinted Single Tinted CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ------------------ Fluorescent 3 Fluorescent 2 Fluorescent 2 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ------ 34 24 96 75 LTG-1 page 7 of 23 Runcode: 2875-576477568 !Date: 2/28/1997 I !COMPLY 24 User 2875 Ballast Ballasts/ No of Note to Type Luminaire Fixt. Field -------------------------- Standard 1. 5 183 Standard 1. 0 4 Standard 1.0 28 n/a n/a 16 Control Location ID Control Type Zone Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Zone Controlled Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 3) Run Initiation Time: 11:12:52 MECH-1 page 8 of 23 Runcode: 2875-576477568 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name RQKA-A030(1) Time Control __ s __ Setback Control None #of Isolation Zones n/a HP Thermostat Electrie Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Res~t Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Zc:me Name Time Control Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B ---- A ----No Economizer 108 Heat Pump Rheem RQKA-A030 DX RJKA-A042 (1) s Setback Control None #of Isolation Zones n/a HP Thermostat Electric Heat Fan Control VAV Mi~ Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer Yes 0.0 KW ,constant Volume n/a n/a Constant Temp Constant Temp B A No Economizer 475 Heat Pump Rheem RJKA-A042 DX Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural jDate: 2/28/1997 I !COMPLY 24 User 2875 RJKA-A036 (1) s None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B A No Economizer 129 Heat Pump Rheem RJKA-A036 DX RJKA-A048(4) s None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B ----A No Economizer 989 Heat Pump Rheem RJKA-A048 DX OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE~ Mechanical (part 2 of 3) MECH-1 page 9 of 23 Run Initiation Time: 11:12:52 Runcode: 2875-576477568 ---------------------------------------------------r----------------------- Project Name; Odyssey Golf Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name RJKA-A060(4) Time Control __ s __ Setback Control None #of Isolation Zones n/a HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventiiation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer Yes 0.0 KW Constant Volume n/a n/a Constant TemJ? Constant Temp B A No Economizer 1084 Heat Pump Rheem RJK.A~A060 DX Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity JDate: 2/28/1997 I JCOMPLY 24 User 2875 Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 3 of 3) MECH-1 page 10 of 23 Run Initiation Time: 11:J,.2:52 Runcode: 2875-576477568 Project Name: Odyssey Golf JDate: 2/28/1997 I Documentation: Haynal & Co., Inc. JCOMPLY 24 User 2875 DUCT INSULATION Duct Tape Insul Note to System Name Type Duct Location Allowed R-Val Field --------------------------------------------------------------- Rheem RQKA-A030 Heating Ducts in Attic y I N 4.2 Cooling Ducts in Attic y I N 4.2 Rheem RJKA-A036 Heating Ducts in Attic y I N 4.2 Cooling Ducts in Attic y I N 4.2 Rheem RJKA-A042 Heating Ducts in Attic y I N 4.2 Cooling Ducts in: Attic y I N 4.2 Rheem RJKA-A048 Heating Ducts in Attic y I N 4.2 Cooling Ducts in Attic y I N 4.2 Rheem RJKA-A060 Heating Ducts in Attic y I N 4.2 Cooling Ducts in Attic y I N 4.2 PIPE INSULATION Insul Note to System Name Pipe Type Required Field ------------------------------------------------ Domestic Hot Water y I N NOTES TO FIELD -For Building Department Use Only ENVELOPE COMPLIANCE SUMMARY -Performance (part 1 of 3)ENV-2 page 11 of 23 Run Initiation Time: 11:12:52 Runcode: 2875-576477568 Project Name: Odyssey Golf jDate: 2/28/1997 I Documentation: Haynal & Co., Inc. jCOMPLY 24 User 2875 ---------------------------------------------------------------------------- GENERAL INFORMATION BY ZONE Flr Floor Display Zone Name Occupancy No Area Volume Perim. -----------------------.---------------------------------- HP-1 Research/Eµgineer Office 1 1330 18620 0 HP-2 Research/Engineer Office 1 1227 17178 0 HP-2 Conference Convention/Conference 1 185 1850 0 HP-3 Tour/Marketing Office 1 692 6920 0 HP-3 Conference Convention/Conference 1 360 3600 0 HP-3 Hall/Storage Corridor/Restroom 1 501 5010 0 HP-4 Lobby Lobby (Office) 1 862 8620 0 HP-5 Offices/Admin Office 1 1736 17360 0 HP-6 Accounting Office 1 720 7200 0 HP-7 Copy/File/Computer Office 1 370 3700 0 HP-7 Corridor/Restrooms Corridor/Restroom 1 904 9040 0 HP-7 Lunch Room Dining Area 1 567 5670 0 HP-8 Office Areas Office 1 1872 18720 0 HP-9 Open Office Office 1 1669 23366 0 HP-10 Open Office Office 1 1431 20034 0 HP-11 Inventory Office 1 1548 21672 0 .Warehouse/Equipment Rm Unconditioned 1 9787 78296 0 Total 25761 ENVELOPE COMPLIANCE SUMMARY -Performance (part 2 of 3)ENV-2 page 12 of 23 Run Initiation Time: 11:12:52 Runcode: 2875-576477568 Project Name: Odyssey Golf !Date: 2/28/1997 I Documentation: Haynal & Co., Inc. !COMPLY 24 User 2875 OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference Location/Comments Roof 720 0.043 O Slb 720 0.134 0 Wall Wall Wall Roof Slb Roof Slb Roof Slb Wall Roof Slb 120 0.249 135 140 0.249 225 20 0.249 315 862 0.043 862 0.134 370 0.043 370 0.134 904 0.043 904 0.134 0 0 0 0 0 0 70 0.192 Int 567 0.043 0 567 0.134 0 Wall 875 0.2.49 45 Wall 1400 0.249 135 Wall 1540 0.192 Int Roof 1330 0.056 0 Slb 1330 0.134 0 Wall 224 0.249 45 Wall 712 0.249 135 Wall 56 0.249 225 Wall 1400 0.192 Int Roof 1227 0.056 o Slb 1227 0.134 0 Wall 288 0.249 135 Roof 185 ~.056 O Slb 185 0.134 0 Wall 40 0.249 135 Wall 360 0.249 225 Wall 190 0.249 315 Roof 1872 0.043 O Slb 1872 0.134 0 Wall 126 0.192 Int Roof 1548 0.043 o Slb 1548 0,134 0 Wall 120 0.249 45 Wall Wall Roof Slb Roof Slb Roof Slb Wall Wall Wall 210 0. 2·49 135 20 0.249 225 692 0.043 692 0.134 360 0.043 360 0.134 0 0 0 0 501 0.043 0 501 0.134 0 20 0.249 135 230 0.249 225 20 0.249 315 Roof 1736 0.043 O Slb 1736 0.134 0 Wall 216 0.249 315 22 180 90 90 90 22 180 22 180 22 180 90 22 180 90 90 90 22 180 90 90 90 90 22 180 90 22 18Q 90 90 90 22 180 90 22 180 90 90 90 22 180 22 180 22 180 90 90 90 22 i80 90 Yes No Yes Yes Yes Yes No Yes No Yes No No Yes No Yes Yes No Yes No Yes Yes Yes No Yes No Yes Yes No Yes Yes Yes Yes No No Yes No Yes Yes Yes Yes No Yes No Yes No Yes Yes Yes Yes No Yes R-19 Roof(R-1~ on Tile) HP-6 Accounting Carpeted Slab On Grade HP-6 Accounting 6 11 Cone 'Wall/R-11 Batt HP-4 Lobby 6" Cone Wall/R-11 Batt HP-4 Lobby 6 11 Cone Wall/R-11 Batt HP-4 Lobby R-19 Rqof(R-19 on Tile) HP-4 Lobby Carpeted Slab On Grade HP-4 Lobby R-19 Roof(R-19 on Tile) HP-7 Copy/File/Computer Carpeted Slab On Grade HP-7 Copy/File/Computer R-19 Roof(R-19 on Tile) HP-7 Corridor/Restrooms Carpeted Slab On Grade HP-7 Corridor/Restrooms R-11 Demising Wall(MTL) HP-7 Lunch Room R-19 Roof(R-19 on Tile) HP-7 Lunch Room Carpeted Slab On Grade HP-7 Lunch Room 6 11 Cone Wall/R-11 Batt HP-1 Research/Engineer 6" Cone Wall/R-11 Batt HP-1 Research/Engineer R-11 Demising Wall(MTL) HP-1 Research/Engineer R-19 Roof (R.19.2x8.16) HP-1 Research/Engineer Carpeted Slab On Grade HP-1 Research/Engineer 6" Cone Wall/R-11 Batt HP-2 Research/Engineer 6" Cone Wall/R-11 Batt HP-2 Research/Engineer 6" Cone Wall/R-11 Batt HP-2 Research/Engineer R-11 Demising Wall(MTL) HP-2 Research/Engineer R-19 Roof (R.19.2x8.16) HP-2 Research/Engineer Carpeted Slab On Grade HP-2 Research/Engineer 6" Cone Wall/R-11 Batt HP-2 Conference R-19 Roof (R.19.2x8.16) HP-2 Conference Carpeted Slab On Grade HP-2 Conference 6" Cone Wall/R-11 Batt HP-8 Office Areas 6" Cone Wall/R-11 Batt HP-8 Office Areas 6" Cone Wall/R-11 Batt HP-8 Office Areas R-19 Roof(R-19 on Tile) HP-8 Office Areas Carpeted Slab On Grade HP-8 Office Areas R-11 Demising Wall(MTL) HP-11 Inventory R-19 Roof(R-19 on Tile) HP-11 Inventory Carpeted Slab On Grade HP-11 Inventory 6" Cone WEJ.ll/R-11 Batt HP-3 Tour/Marketing 6" Cone Wall/R-11 Batt HP-3 Tour/Marketing 6" Cone Wall/R-11 Batt HP-3 Tour/Marketing R-19 Roof(R-19 on Tile) HP-3 Tour/Marketing Carpeted Slab On Grade HP-3 Tour/Marketing R-19 Roof(R-19 on Tile) HP-3 Conference Carpeted Slab On Grade HP-3 Conference R-19 Roof(R-19 on Tile) HP-3 Hall/Storage Carpeted Slab On Grade HP-3 Hall/Storage 6" Cone Wall/R-11 Batt HP-5 Offices/Admin 6" Cone Wall/R-11 Batt HP-5 Offices/Admin 6 11 Cone Wall/R-11 Batt HP-5 Offices/Admin R-19 Roof(R-19 on Tile) HP-5 Offices/Admin Carpeted Slab On Grade HP-5 Offices/Admin 6" Cone Wall/R-11 Batt HP-9 Open Office Roof 1669 0.043 0 22 Yes R-19 Roof(R-19 on Tile) HP-9 Open Office Slb 1669 0.134 0 180 No Carpeted Slab On Grade HP-9 Open Office Wall 420 0.249 315 90 Yes 6" Cone Wall/R-11 Batt HP-10 Open Office Roof 1431 0.043 0 22 Yes ~-19 Roof(R-19 on Tile) HP-10 Open Office Slp 1431 0.134 0 180 No Carpeted Slab Ort Grade HP-10 Open Office ENVELOPE COMPLIANCE SUMMARY -Performance (part 3 of 3)ENV-2 page 13 of 23 Run Initiation Time: 11:12:52 Runcode: 2875-576477568 Project Name: Odyssey Golf JDate: 2/28/1997 I Documentation: Haynal & Co., Inc. jCOMPLY 24 User 2875 FENESTRATION SURFACES SC Act Glass # Type A1'ea Frame Div U-Val Azm Tilt Only Location/Comments ---------------------------------- 1 Wdw Back (SW) 240. 0 Metal No :\..19 225 90 0. 71 HP-6 Accounting 2 Wdw Left (SE) 50.0 Metal No 1.19 135 90 0. 71 HP-4 Lobby 3 Wdw Left (SE) 60.0 Metal No 1.19 135 90 0. 71 HP-4 Lobby 4 Wdw Back (S) 130.0 Metal No 1.19 180 90 0. 71 HP-4 Lobby 5 Wdw Back (SW) 50.0 Metal No 1.19 225 90 0. 71 HP-4 Lobby 6 Wdw Left (SE) 240. 0 Metal No 1.19 135 90 0. 71 HP-2 Research/Engineer 7 Wdw Left (SE)160.0 Metal No 1.19 135 90 0. 71 HP-2 Conference 8 Wdw Back (SW) 240. 0 Metal No 1.19 225 90 0. 71 HP-8 Office Areas 9 Wdw Right (NW)l50.0 Metal No 1.19 3-15 90 o. 71 HP-8 Office Areas 10 Wdw Left (SE) 240. 0 Metal No 1.19 135 90 0. 71 HP-3 Tour/Marketing 11 Wdw Left (SE) 60.0 Metal No 1.19 135 90 0. 71 HP-3 Tour/Marketing 12 Wdw Back (SW) 240. 0 Metal No 1.19 2;25 90 0.71 HP-5 Offices/Admin 13 Wdw Right (NW)120.0 Metal No 1.19 315 90 0. 71 HP-9 Open Office OVERHANGS/SIDE FINS --Window---~---Overhang---------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht ---------------------------------------- LIGHTING COMPLIANCE S~Y -Performance Run Initiation Time: 11:12:52 Proj-ect Name: Odyssey Golf Documentation: Haynal & Co., Inc. ACTUAL LIGHTING POWER Name Description No LTG-2 page 14 of 23 Runcode: 2875-576477568 jDate: 2/28/1997 I !COMPLY 24 User 2875 of Watts Total Lumin per Default Watts ------------------------------------------------- 4a·11 T-12 Low Watt /3 Lamp (Tandem) 183 108.0 y 19764 --2411 Slimline /2 Lamp 4 72. 0 y 288 --96 11 Slimline Low Watt /2 Lamp 28 123.0 y 3444 --75w Recessed Incandescent 16 75.0 y 1200 -- SubTotal Less Control Credits (LTG-3) Total Proposed Watts 24696 0 24696 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Modelled Floor LPD Total Tailored Zone Name Occupancy Area (w/sf) (watts) (watts) ----------------------------------------------------------------- HP-1 Research/Engineer Office 1330 1.850 2460 0 HP-2 Research/Engineer Office 1227 1. 242 1524 0 HP-2 Conference Convention/Conference 185 1. 751 324 0 HP-3 Tour/Marketing Office 692 2.497 1728 0 HP-3 Conference ~onvention/Conference 360 1. 800 648 0 HP-'3 Hall/Storage Corridor/Restroom 501 1. 509 756 0 HP-4 Lobby Lobby (Office) 862 1.107 954 0 HP-5 Offices/Admin Office 1736 1.493 2592 0 HP-6 Accounting Office 720 1.650 1188 0 HP-7 Copy/File/Computer Office 370 2.043 756 0 RP-7 Corridor/Restrooms Corridor/Restroom 904 1.308 1182 0 HP-7 Lunch Room Dining Area 567 1.333 756 0 HP-8 Office Areas Office 1872 1. 788 3348 0 HP-9 Open Office Office 1669 1.424 2376 0 HP-10 Open Office Office 1431 0.906 1296 0 HP~11 Inventory Office 1548 1. 814 2808 0 -------------------- TOTALS 15974 1. 546 24696 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY System/Zones Served Central/Zonal System MECH-2 page 15 of 23 Runcode: 2875-576477568 !Date: 2/28/1997 I jCOMPLY 24 User 2875 System Type No Sys RQKA-A030(1) Rheem RQKA-A030 Packaged Heat Pump 1 HP-6 Accounting Warehouse/Equipment Rm RJKA-A036(1) HP-4 Lobby RJKA-A042(1) HP-7 Copy/Fiie/Computer HP-7 Corridor/Restrooms HP-7 Lunch Room RJKA-A048(4) HP-1 Research/Engineer HP-2 Research/Engineer HP-2 Conference HP-8 Office Areas HP-11 Inventory RJKA-A060(4) HP-3 Tour/Marketing HP-3 Conference HP-3 Hall/Storage HP-5 Offices/Admin HP-9 Open Office HP-10 Open Office Rheem RJKA-A036 Packaged Heat Pump 1 Rheem RJKA-A042 Packaged Heat Pump 1 Rheem RJKA-A048 Packaged Heat Pump 4 Rheem RJKA-A060 Packaged Heat Pump 4 MECHANICAL EQUIPMENT SUMMARY -Performance Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. CENTRAL SYSTEM SUMMARY Sys No MECH-3 page 16 of 23 Runcode: 2875-576477568 jDate: 2/28/1997 I jCOMPLY 24 User 2875 No System Name System Type Sys Economizer Type ----------------------------------------------------------------- 1 Rheem RQKA-A030 Packaged Heat Pu 1 No Economizer 2 Rheem RJKA-A036 Packaged Heat Pu 1 No Economizer 3 Rheem RJKA-A042 Packaged Heat Pu 1 No Economizer 4 Rheem RJKA-A048 Packaged Heat Pu 4 No Economizer 5 Rheem RJKA-A060 Packaged Heat Pu 4 No Economizer CENTRAL SYSTEM RATINGS Sys -------Heating ----------------------------------Cooling ----------- No Type Output Aux KW EFF Type Output Sensible EER SEER -----·------------------------------------------ 1 Heat Pump 29000 0.0 6.80 DX 29000 19000 9.05 10.00 2 Heat Pump 370.00 0.0 6.80 DX 36000 26587 9.60 10.25 3 Heat Pump 42500 0.0 6.80 DX 40500 30268 9.10 10.00 4 Heat Pump 48500 0.0 6.90 DX 47000 35594 9.20 10.50 5 Heat Pump 57500 0.0 6.80 DX 57500 43136 9.50 10.00 CENTRAL FAN SUMMARY ------------Supply Fan -----------Return Fan sys No Fan Type --------------- 1 Constant Volume 2 Constant Volume 3 Constant Volume 4 Constant Volume 5 Constant Volume ZONAL FAN SUMMARY Zone Name None Mtr Drv Mtr Drv Motor Location CFM BHP Eff Eff CFM BHP Eff Eff ------------------------ Draw-Through 1000 Draw-Through 1200 Draw-Through 1400 Draw-Through 1600 Draw-Through 2000 ---------Zonal Fan Mtr No CFM BHP Eff 0.50 70 100 None 0.50 70 100 None 0.50 70 100 None 0.50 70 100 None 0.75 72 100 None -----~-Exhaust Fan Drv Mtr Eff No CFM BHP Eff --- Drv Eff MECHANICAL VENTILATION -Performance Run Initiation Time: 11:12:52 Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. VENTILATION SUMMARY BY ZONE Zone Name T Occupancy -------------------------------------- HP-1 Research/Engineer Office HP-2 Research/Engineer Office HP-2 Conference Convention/Con HP-3 Tour/Marketing Office HP-3 Conference Conventioh/Con HP-3 Hall/Storage Corridor/Restr HP-4 Lobby Lobby (Office) HP-5 Offices/Admin ·office HP-6 Accounting Office HP-7 Copy/File/Computer Office HP-7 Corridor/Restrooms Corridor/Restr HP-7 Lunch Room Dining Area HP-8 Office Areas Office HP-9 Open Office Office HP-10 Open Office Office HP-11 Inventory Office Floor Area 1330 1227 185 692 360 501 862 1736 720 370 904 567 1872 1669 1431 1548 sqft /Occ 130 130 30 130 30 130 130 130 130 130 130 30 130 130 130 130 MECH-4 page 17 of 23 Runcode: 2875-576477568 !Date: 2/28/1997 I !COMPLY 24 User 2875 Tran CFM Dsg Min sfer /Occ CFM CFM CFM ------ 15.0 153 200 46 15.0 142 184 42 15.0 93 93 15.0 80 104 24 15.0 180 180 15.0 58 75 17 15.0 99 129 30 15.0 200 260 60 15.0 83 108 25 15.0 43 56 13 15.0 104 136 31 15.0 284 284 15.0 216 281 65 15.0 193 250 58 15.0 165 215 50 15.0 179 232 54 ------ TOTALS 2271 2785 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. ENV-3 page 18 of 23 jDate: 2/28/1997 I jCOMPLY 24 User 2875 ------------------------------------------------------------------------ COMPONENT DESCRIPTION ---------------------------- Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7. 8. 9. Inside Air Film Assembly Name: R-11 Demising Wall(MTL) Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th R-Value Fr (in) Cavity Frame 0.17 0.17 0.500 0.45 0.45 * 3.500 11. 00 11. 00 0.500 0.45 0.45 0.68 0.68 Unadjusted R-Values 12.75 0.00 Weight: Heat Capacity: 4.3 lb/sqft 1.11 TOTAL U-VALUE 0.192 TOTAL R-VALUE 5.20 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc, COMPONENT DESCRIPTION I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-up 2. Membrane, Vapor-Permeable Felt ~-Plywood 4. Insulation, Mineral Fiber, R-19 5. 6. 7. 8. 9. Inside Air Film ENV-3 page 19 of 23 !Date: 2/28/1997 I jCOMPLY 24 User 2875 Assembly Name: R-19 Roof (R.19.2x8.16) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame 0.17 0.17 0.375 0.33 0.33 0.010 0.06 0.06 0.500 0.62 0.62 * 6.000 19.00 5.94 0.61 0.61 --------------------------------------------------------------------------- Unadjusted R-Values 20.79 ADJUSTM~NT FOR FRAMING (1 /20.79) X (0.90) + (1 / 7.73) X (0.10) Weight: Heat Capacity: 5.7 lb/sqft 1. 92 0.056 TOTAL U-VALUE TOTAL R-VALUE 7.73 0.056 17.79 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components ENV-3 page 20 of 23 jDate: 2/28/1997 I jCOMPLY 24 User 2875 Assembly Name: R-19 Roof(R-19 on Tile) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Conqrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame -----------·--------------------------------------------------------------- Outside Air Film 0.17 1. Roofing, Built-Up 0.375 0.33 2. Membrane, Vapor-Permeable Felt 0.010 0.06 3. Plywood 0.500 0.62 4. Air Space * 6.000 0.80 5. Insulation, Mineral Fiber, R-19 6.000 19.00 6. Acoustical Tile, Interior Finish 0.500 1.43 7. 8. 9. Inside Air Fiim 0.61 Unadjusted R-Values 23.02 ADJUSTMENT FOR FRAMING (1 /23.02) X (0.90) + (1 /28.16) X (0.10) Weight: Heat Capacity: 6.3 lb/sqft 2.13 0.043 TOTAL U-VALUE = TOTAL R-VALUE = 0.17 0.33 0.06 0.62 5.94 19.00 1.43 0.61 28.16 0.043 23.45 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Ass~mbly ASSEMBLY U-VALUE Construction Components ENV-3 page 21 of 23 !Date: 2/28/1997 I !COMPLY 24 User 2875 Assembly Name: 6" Cone Wall/R-11 Batt Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame ------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Concrete, 140 lb, Not Dried 12.000 0.96 0.96 2. Membrane, Vapor-Permeable Felt 0.010 0.06 0.06 3. Ip.sulation, Mineral Fiber, R-11 * 3.500 11. 00 11. 00 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 Unadjust~d R-Values 13.32 0.00 Weight: Heat Capacity: 142.3 lb/sqft 28.59 TOTAL U-VALUE 0.249 TOTAL R-VALUE = 4.02 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. ENV-3 page 22 of 23 jDate: 2/28/1997 I jCOMPLY 24 User 2875 ------------------------------------------------------------------------- COMPONENT DESCRIPTION I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Earth 2. Concrete, 140 lb, Not Dried 3. Flooring, Carpet and Fibrous 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING Pad Assembly Name: Carpeted Slab On Grade Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Material: None Framing Spacing: 11 O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame 0.17 0.17 24.000 4.00 4.00 3.500 0.28 0.28 0.250 2.08 2.08 0.92 0.92 Unadjusted R-Values 7.45 7.45 (1 / 7.45) X (1.00) + (1 / 7.45) X (0.00) 0.134 Weight: Heat Capacity: 210.9 lb/sqft 42.19 TOTAL U-VALUE = 0.134 TOTAL R-VALUE = 7.45 "' PROPOSED CONSTRUCTION ASSEMBLY Project Name: Odyssey Golf Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Steel 2. Air Space 3. Steel 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING ENV-3 page 23 of 23 JDate: 2/28/1997 I JCOMPLY 24 User 2875 Assembly Name: Hollow Metal Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th R-Value Fr (in) Cavity Frame 0.001 1.750 0.001 Unadjusted R-Values 0.17 0.00 0.87 0.00 0.68 1. 72 0.17 0.00 0.87 0.00 0.68 1. 72 (1 / 1.72) X (1.00) + (1 / 1.72} X (0.00) 0.581 Weight: Heat Capacity: 0.1 lb/sqft 0.01 TOTAL U-VALUE 0.581 ===== TOTAL R-VALUE = 1.72 MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, window~, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-c;onstruced doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b). 3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131(a) and exceptions). 2. Lighting shall be unifoFmly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131(b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131(c) and exceptions). 4. Separately metered spaces 5,000 sf or greater shall have autqmatic shutoff controls (per Section 131(d) and exceptions). 5. Display lighting shall be separately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions). 6. Exterior lighting controllea from a lighting panel within the building shall be automatically controlled (per Section 131(f) and exceptions). · 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) & (b). 2. Flow rates and temperattire controls for public lavatories shall meet the requirements of Section 113(b)3. 3. Unfired service water heater storage tanks and backup tanks for.solar water heating shall comply with Section 113(b)4. MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efflciency 1. HV AC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HV AC equipment, shall be insulated in accordance with Section 123. . 3. Air handling duct systems shall be sealed in accordance with the SMACNA HV AC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 10. 4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoorair ventilation according to Section 121(a), (b) and (e). 2. Operation and control of outdoor air shalt meet the time-of-occupancy and pre-occupancy requirements of Section 121{c). 3. When a return plenum is used to qistribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121(d)~ 4. Systems shall meet the completion and balancing requirements of Section 121(f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling. Section 122(a) and (b). 2. Heat pumps with supplementary electric resistance heaters shall have controls per Section 112(b). 3. Each space conditioning system shall be installed with an aµ.~pmatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122(e)1. · ( Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e)2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g). -------------- 3 5 3 1· 4 1/~ so· 49· "' 11-r 7 1/2" 7 1/2"j',f----~----'-~----~r-------------5::2~·_c;. ________ ..,,_ ________ _____;;!!L__ _________ "--------'--"'-~=-2L...!,__ _____ _;_~* ""' 4'-7 1/Z° 6'-7 1/2" 3' 4 1 /2" 8' 8' 6' g" 2 SPA O 8' o-1' 4 1 /Z" 5 'SPA @ B' 0 40' 0 B' 2 SPA 08' 0-16' 7' 4 1/2 .. 7 1/2" 6 SPA O 8' 0 48' 0 c• . 16' 0" { • \ &._A _.,__"i:===J:l=:==t=t====;::===l:===l:J===:;===:::;:===f=i====;====j=====j:=j==j===j====f===t===ir==t=i===±t ~:_4'-7 3/8 J ~ r ~ 11-;,, \ I ~ ·-\.-·. -\ FU-;&.-'vt:-ff-Y . --. -. -7-1>~ ~ -~ -©- 0 ,,, -$-- -$-- $- $- aJ ., • ~ I-- "' I ., - • N '-- " S1 S1 . © • .. I "' -..- <D I 2.' 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