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Home My WebLink About1936 KELLOGG AVE; ; CB972955; Permit\ ( ) BU. IL DING P E R M. i T Permit No: CB972955 Project No: A97037~4 DeveloP,ment No: 12/2.3/97 11.: 45 Page 1 of 1 Job Addre$s: 1936 KELLOGG AV Suite:· Permit Type: INDUSTRIAL TENANT IMPROVEMJ;:NT Parcel No: 212-092-27-00 Valuation: 249,566 Lot#: Occupancy Group: Reference#: De-scription: 1,748 SF OFF. 752 SF STORAGE : 5,029 SF FIRST F~OOR T.I. Appl/Ownr: PACKARD, GARTH P;0.2518 VISTA, CA. 9i085 . T60 •.' -~· Construction Type: 2soa 121231tftoo1bY.Eni AP8H'~· . · Apr/Issue: Entered By:· 729-7447. *** Fees Required *** --...3-*·'*----~es Collected & Credi ts . **'* ------------------------------~ ... ---------Jo-----.--------. ----------· ----- Fees: 8,513 .,,0·6 ··\ · ,r? /'.\ ~ · . Adjustments: /-O~ __ (C: l~,jil':\'9GJ. Cr~its: .O·O Total Fees: 8, 51.3 :CYor"·'\ '\ \ ~-'c/To~Y p':iymerl:ts: 425. 00 • / • ' l l\) ' \ //-. \. / \::_, .../) . BadE!,n<i"f)DUe: . 8,088. 0 9 Fee description /,. ,_\\ '··;/··~;, ,~n1~\::~J}r~~/tl~it Ext fee Data -------------------7--\_....,..,,,,, "'-/, ----~'it) --~..::::;:-----...... 11.,. \,.) --, H-Ir.------------------- Building Permit .' ; , . " / ; P if\J'~~ \ V . ·\ · 1165. 00 I , , ' I . \ ~ -"""' . \ . , Plan Check· / :,1 • ·, :, / ··,·:-;::--"'~~":.:::::::'.:::::.~-· \ c, / , 757. 0'0· Strong Motion Fee/ ',,. ,: ... f '\.,~~ .,.,,,,,,;~=:::.~ ....... .\ e,._::::~, \ · 5_2. O O Enter "Y" to Autoi,::af;l:; -Piicense Tax·>._/.-\-·'/ )fl\ fr···1\ :l 4542.0~ Y Enter Traffic Imppct>:F:e'e' 111,>1-> .. if .,185~f/2.00,.;:' 1-~ ! 858,00 Enter Park Fee(Zone 5,13~1~)_ /if), , \.:: J'ijr~~~i;;: 1 • i 1000.00 05 * BUILDING TOTAL \_ \-~ 'i.,,f.-L--.": ! . / 8374. 00 .Enter "Y" for Plurribin,g Iss:ue-z_fe~! 1 • • / 20. 00 Y Each Plumbing Fixt~re 0r T:r:_ap? / ? ·' --:'-,?' 4 7. 90 28. 00 Each_ Install/Repair\~_~:t7r_""-fl~e.J ltidORPORATED . / /~ 7 yOO . 7. 00 * PLUMBING TOTAL \' , (."'\., ,. ''>-., rns2 _...,/ .. \ 'i:> ,r--' I 5 5. 0 0 Enter "Y" for Electrit':, l'::\5,_t(~JE.~e"-·:-Wt----··-·:::...'\~\) ·. · .10.0-0 Y Remodel/Alter Per AMP '\.., · V /; i'"'; 1~~, /-·,'("o'\2:6~ · / ·. 25 50. 00 * ELECTRICAL TOTAL . '"--::--. (,::-[j //:; ( ()). t-,..'\ \) / -· . 60. 00 Enter 'Y' for Mechanical Issue Fee) \"_:', \., ,,.,.. . 15. oo Y Install Furn/Ducts/Heat Pumps""'...,-·-.___) _______ .~.--... -.,,...........f 9. 00 , 9 ;OO * MECHANICAL TOTAL 24. 0-0 ----·-APP:ROVAL INS ~ .............. DATE 5· / f·_ 1f . CLEARANCE._ ....... _-.,.; __ CITY OF CARl,.SBAD . 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438~1161 -~-ffl3Z~ PERMIT APPLldTION CITY OF CARLSBAD BUILDING DEPARTME:NT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 _--~ FOR OFFICE USE ONLY ,--- PLAN CHECK NO. q7,_. zcz:::.b EST. VAL. _ ___...{..=;_b_1/-J''--'o=-<r_o-,--..,._,,... __ Plan Ck. Deposit · l · v(Z,,,{":-u'b Valida!_ed By t 1rn[)_f) Date > LO -8 c'i ') Addresi; (include Bldg/Suite #) Business Name (at this addreU036 _ 10/0S/9? · · · · -· . · 0001 01 02 Legc1I Description Lot No. Subdivision Name/Number · Unit No. . Pha'se No.C-PRi'Htal # of unit425~oo Assessor's Parcel # . TISA/A-YT 75)s,-~ Description of Work /){.uC1 fl # bf Bathrooms . ~ Name i4:,:JJ,'Rot>'El'iw-ow111ER·. ~.~,. _ ··;-;:_ Address City. State/Zip Telephone# 7to-·7J-f--74ll ···--"-~--.:~i::£\:J}~}~:£::-':~::,} '] Name Address 'City S.tate/Zip Telephone# 1-----~-""""'<! "'""'l'~-,,.......,....,.,_YW~V,,>, -:,.,~-~ '-Y--"'<o/"""",'«!" Ji..,._:.:_0.9lll~.Q.1;~P."1MNY&JII.E. -.. _,_ ,., ,_ "-' :,. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is· licensed pursuant to the provisions ·of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged : exemptionMny violation of Section 7031.5 b any a~licaht for a permit subjects the applicant to a civil penalty of n t more than five hundred dollars $5001)--7 r.1-G--<:i,AJs.-.. ~. 6() -. _ · . . . _ 7611-· -,-: ··Name Address · City State/Zip Telephone#· State License # '7/"!,"5' 6 8 License Class B City ,Business License # _______ _ Designer Name Address City State/Zip Telephone State License#-----~----~WOBJ&iijT¢"OM~fi{ATION'-:-'"''. :-· .-_ ","' ~ "' ,,-· r;, ," · '~-~-·:· -~:.. :·-, ': __ -:;_:'::.~-~ ,;.,; ',.,,.,,~.:'.,.''..;:'-"~ :,, -_-'~-,:i.,~ · ,,,_,, ':c:-··:-~-,;~.:-:;_\':".''7 Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers1 compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Cl I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company _____________ ~------· Policy No,____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not ·employ any person in any manner so .as to become-subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred ·thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor c~de; interest and attorn!ly's fees. · ·SIGNATURE. _________________ ~------------DATE-:-:--::-::::::::::::---------- i'?,,;,,",.,'.,,:Q)/'{l\ll;!l:l!,Ujl,,Pl;6J)EQ.l,;AR'P,.JJQ.rf ~-,',: :.. , • ', · ."::, --;_. . --,,,,, ,;, .: :.:.:::..:;:, ;· =· .r::. :.,.: __ • ~-h . .:: :> :~:. : :' ~'---:-~·-( dr!.,: ;:,;:,J;:,{£<;:. .. : I hereby affirm that I am exempt from the Contractor's License Law for the following reason: o· I, as owner of the property or my employees with wages as their sole compensation, will do the wd;k 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 whq builds or improves ttiereon, 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 b-uilding 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 Law does not apply to an owner -of property who builds or improves thereon, ahd contracts for such projects with contractor(s) ltcensed pursuant to the Contractor's License Law). tJ I am exempt under Section ______ Business and Professions Code for th'is reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have /. have not) signed an application for a building permit for the proposed work. -- 3. I have contracted.with the following person (firm) to provide the proposed construction (include name/ address/ phone number/ contractor~ license number): 4. 1-plan-to.provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address,/ phone number/ contractors license numberl=-------------------------------------~--------- 5. I will provide some of the work, but'! have contracted (hired) the following persons to provide the work indicated (include name / address / phone number /'type of work):. __ ~--------~---------~------------------------------------,. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Subs!ance Account Act?_ [) . YES . D NO Is the applicant or future building occupant required to obtain a permit from th!l air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1 ;ooo feet of the outer boundary of a school ~ite? Q YES O NO IF ANY OFTHE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE issUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~~<'r9.t'.~Jf,l,YQT(Q,!";~Nl'>Jl:l~A~~N.CX,;[~7'-=-= ;, ___ ,. ~.-.. -c:.;,.:.:u ,. ·,;, .• ,.'-, ·,o,.,, ...... , ,.,,,.~;,,;,,-.,,. I hereby affirm ~hat there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS-:::;:::;:;::::::::;::::;:;=:::::;::;::;;:::::;:;::;,.;:;:.,,:;::;..,,::_;;;:,,,,;;:,,,,:;,,;::::,_-;:;.:;::;:;;;;;;;::;:;;=::;:;;;:==:::;:==::;:::::;::;::;:;:; ~Afil'ttCANT-:CERYfF]~not.,,-·~ . _ ·-... ·., __ · •• ,.. ··. · -,, . r:.. :-. ,:-.. ,:· -,,.,,_.·--~?:,u:;-·:; ::.;1-:r~~,1ii:,\:z-., · ,:?Tlzf::i I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. ·I agree to comply with all City ordinances and State laws relating to building c;onstruction. I her1;1by authorize repr,esei:,tiitives of the Citt qf Carlsbad to enter upon the above mentioned property for' inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSl:IA: An OSHA perrnit is required for excavations over 5'Q" deep and demolition qr construgtion of strw;:tures over 3 stories in height, . EXPIRATION: Every permit issued by the Building dfficial under the provisions of this Code shall expire by limitation and become null and void if the building or , work authorized by such permit is not commenced within 365 day from the ate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo s com e ed f f 180 d -(Section 106.4.4 Uniform Building Code). __() :1 A~PLICANT'S SIGNATURE -' DATE /tJ ,.--r-{ L I WHITE:: File YELLOW; Applicant PINK,: Finance S E W E R P E R M I T 12/23/97 11:51 ,Page 1 of 1 Job Address: 1936 KELLOGG AV Permit Type: SEWER -·OFFICE/WAREHOUSE Parcel No: 212-092-27-00 , ·suite: Permit No: SE9701$7, Bldg.Planck#: CB972955 Description1 SEWER PERMIT .IS FOR NEW MEZZ Status: ISSUED. 10/30/97 1~23/97 : 1,748 SF OFFICE & 752 SF WAREHOUSE, Applied:' . 2508 12$tt7.U001E('f.t Permite~: PACKARD, GARTH P.O.2518 , VISTA, CA. 92085 . :7 6 0 7 2 9-_ 7 4 i 7 Explt~~l! Prepared By: 2021;00 MAM .,. FINAL A'PPR' 0' 1 . . , _ v~.L. INSP. ____ DATE ------ CLEARANCE=~------- CITY OF CARLSBAD 2075 Las Palmas Dr.; Catlsbad, ¢A 92()()9 (619) 438-1161 PERMIT# CB972955 DESCRIPTION: 1,748 SF 5,029 SF TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 03/17/98 OFF. 752 SF STORAGE FIRST FLOOR T.I. STE: INSPECTOR AREA PD PLANCK# CB972955 OCC GRP CONSTR. TYPE VN LOT: JOB ADDRESS: 1936 APPLICANT: PACKARD, CONTRACTOR: KELLOGG AV GARTH PHONE: 760 729-7447 OWNER: REMARKS: C/GARTH/ SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- AM PLEASE PERMIT# SE970197 CB973466 TYPE swow PLUM PHONE: '-/J~ ~::~CT0t7£?~ STATUS ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electricai 49 ME Final Mechanical i-----___ ___._ _____________ ___._ --· -----------,--------__ ._ --------------------- ***** INSPECTION HISTORY***** DATE 030598 030498 030298 022798 021198 021098 020598 020598 020398 012198- 122497 DESCRIPTION Final Combo Final Combo Rough Combo Rough Combo Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Insulation · Rough combo Frame/Steel/Bolting/Welding Ftg/Foundation/Piers ACT co NR AP NR AP co AP AP PA co AP INSP PD PD PD PD PD PD PD PD PD PS pi) COMMENTS CEILING DOORS LOCKED 8:15 OK TO INSULATE NO ENG OR FOUNDATION ,,. L' City of Carlsbad 2075 las Palmas Drive, Carlsbad California 92009 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB ·CALL PRIOR TO 2:00 P.M. fOR NEXT WORKDAY INSPECTION (q3~ BUl/lG INS~TION: (760) 438-3101 JOB ADDRESS: ~ ·'t?L< -Vt.<-L_OT NO./SUITE: , // / '/ OWNERS NAME: / I I ~ DATE /7/;!..3/7. USE/OCCUPANCY TYPE CONST. PERMIT NO. · <;ONTRAC* • I , I , BUILDING I cz._·7zr23 I ~~/IZ ~t/2 ,/d OTHER ,- APPROVED TO COVER Type of Inspection Date Inspector Notes BUILDING FOUNDATION It~ ,1'1, l/1 /Jnl,~A-t-, ~~rI/,-.}A-,_ REINFORCED STEEL n/Je-:~ ~ 1/'J..ft" /Ill /~/41 n JI MASONRY ~-f1A~ I'),/ p; x" / ""'i '"'' 0 IL-D GROUT 0 WALL DRAINS • -?-1 I/~~-p; _,,.· /Al.14,/vt__ TILT PANELS I f ' ~ POL)R.STRIPS COLUMN FOOTINGS SUBFRAME D FLOOR 0 CEILING ROOF SHEATHING EXT. SHEAR PANELS II FRAME ~ ,,,,, Ill/ II,~ OIL -fo 1JJ~dl~--5€ t. INSULATION ;-• J --, " l l , //AJ /l I ... It.. G .,,-n_;t:J_ A)o..,,-;ar. EXTERIOR LATH II INTERIOR LATH & DR'(WALL '-·II · atf' r1 ,rr, . FINAL PLUMBING D SEWER AND BUCO D PUCO ...... UNDERGROUND 0 WASTE D WATER II - TOPOUT ~STE D WATER t•1· 1Y r,..-r, TUB AND SHOWER PAN • D GAS TEST D GAS PIPING D WATER HEATER 0 SOLAR WATER I FINAL - ELECTRICAL /I D ELECTRIC UNDERGROUND DUFER ~ ,,, ., V / - ROUGH ELECTRIC WALLS z,. ::, . 'f 'I 1 IYI '1 ROUGH ELECTRIC CEILING ~·1-..1/f/ ',/'1,ef't, D ELECTRIC SERVICE D TEMPORARY . , . . D BOl'-IDING D POOL FINAL -MECHANICAL i1 A UNDERGROUND DUCTS & PIPING -I I I ""'rr t,..t/J u.. D DUCT & PLEM. D REF. PIPING A .4 •, 0 ' I.,. HEAT-AIR COND. SYSTEMS "', • V " \ \' VENTILATING SYSTEMS - FINAL CALL F_OR FINAL INSPECTION WHEN ALLAPPROPRIATE ITEMS ABOVE HAVE;..BEEN APPROVED FINAL Sign When Appropriate // Building Dept. (Inspections) 438-3101 · J. 11· 91' rrre Fire Department 931-2121 ..... ~/)3" t-t.-A~ t:/;,t~+ .th.~ .c __ w-~l ..... .._ Planning Department 438-·1161 . Q u ;, Engineering Dept. (Inspections) 438-3891 Building Inspectors (7am-4pm) 438~3550 CMWD 438-2722 Ext 15 Water lns1;>ections 438-3891 REV 6/96 SEE BACK FOR SPECIAL NOTES r .. ~ Type of Inspection Date Inspector Notes FIRE - A/S UNDERGROUND NS OVERHEAD NS FINAL AUTO EXTINGUISHING SYSTEM MEDICAL GAS ALARM SYSTEM Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. · (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes -until approved by the inspector. Work . shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. .·• ~·. FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING rF-~RE~ PLANNING CMWD ST LITE PLAN CHECKj: CB972955 . PERMIT#: CB972955 PROJECT NAME: 1, 7 4.8 SF OFF. 7 52 SF STORAGE M ~ 5,029 SF FIRST FLOOR T.I. ADDRES:S.: 1936 ~LLOGG AV CONTACT PERSON/PHONE#: B/DON/ SEWER DIST: CA WATER DIST: CA DATE: 03/05/98 PERMIT TYPE: ITI l 1---·-· k·----- f _ .... \ --=--=--j' '\ /• -- i: ·,; MAR 1 O 1998 J L ( . : INSPECTED BY : t: .}. t L ?---i :==~=t=~=-~=E=C=T==E=D==: ='1=/.==Jf/=9=,=lf"=A=P=PR=O,=V=E=D= .. DISA:~O~D INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE . INSPECTED: APPROVED DISAPPROVED APPROVED D,ISAPPROVED ·-~-- ~F. NOTICE OF FOOTING EXCAVATION OBSERVATION WORK ORDER ;;:(37£-C"SC... 0 W NE R OR C O N T R ACTOR --,../l __ i'--'b _ __,.b?\_· =--:'"""i;;:'-'-t;.:...;;~1A=c..=1i.,_J~__,"\.___ _________ _ ., . ' 0 W NE R'S ADD RES$ _____ ·"--"---....:£..,;.-··_-··---------,-------- 0 ATE FOOTINGS TOTAL NO. OF FOOTINGS OR CAISSONS OBSERVED /z,/&;,/07 . I I ( tal 1,ol•-t-,!,_ 81( • (/) c..,,._-r,,,_,, DESCRl'PTION OF FOOTING.$ OR C Al SSON $ COVERED BY TH IS NOTICE: T H E UN D ER S I G N.E D H AS O BS ERV.ED T H E F O OT I N G A N D / 0 R C A I S S O N EXCAVATIONS LISTED ABOVE ON THE REFERENCED PROPERTY AND SAME WERE l;XCAVATED IN A·ccORDAN.CE WITH OUR RECOMMENDATIONS IN THE PRELl~JNARY F<jUNDATION REPORT AND THE BUILD.ING CODE OF THE C7 ~ /-de/r h4 ft'ORM 8 8 / 2 SAN ·DIEGO AREA RESIDENflAL CIRCUIT CARD· AND LOAD SUMMARY . (1990 Nl:C) . THIS CARD MUST BE FILL ~o OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS J.q ~ k'eJI--..-. ~ • PERMIT# PANE~ 3 ¢ 101~ A.I.C. ·l?'-e'? j., ---:; VOLTS 3 0 4: WIRE •• , I, LOCATION BKR WIRE WIRE BKR CKT SIZE SIZE TYPE MISC LTG REC' REC LTG MISC SIZE rnt'E SIZE CKT LOCATION 't1 I\ ~ ,,1_.:_ .J, L I_ 1 ., - ~ ->J t;..., ~ .~ ' -l..-..J..ni. 5 'to (Z:.· ll 7 it:,e> •z:.,.. ,I\ ' )"' 9 '!:O 1-z.... t\ 13 Ii I\ l( 15 I{ tl H 17 rzr;;:, u I( • 21 t,\ ll b\ 23 II\ Cl ·11 \\ ,I_\ to ~ . L ... 29 IJ\. ,A t,I ,I H 33 ,\,\ H lA .. . -• 35 lA H u tl ll 39 · \,\ t\ lf ,...,.. . 41 · t,\ \\ . 11 / IA 4 I' MAIN: j2J"f:---td0. AMPBKR/FUSE ~.MLO BUS: "re?f2 AMP cfks., : -s,-,.b ' SERVICE .ENTRANCE OR FEEDER CONDUCTORS: A)'SIZE:NO.· "?:O B)~CUOAL C) INSULATION·"71:&:QV"l • D) CONDUIT SIZE: _______ _ SERVICE GROUNDiBOND: Al size: No. ~ Bl TYPEJ;;3-eu DAL ' C) CLAMP LOCATION(S): _..J:j' t:FER ~ WATERPPE ,o GR:XJNOIU) D 250 ·81(c) 250-SO(a), 81(a) 250·83(c) GFCI LOCATIONS 210-8, 680-70: z BAJHROOM (S) . CJ KIT'C~N HYDROMASSAGE l\JB D GARAGE (S) D 0 OUTDOORS · D REFl;RENCE San Diego Eiewical ~nar 21S.5 z;... l b " 12-ti "<:O 6 8 10 " 12 14 16 18 20 22 24 26 28 ~o 32 34 36 38 40 42 eCL"J:-i" \1..:>1~ " ;n Le,._:,e/' ~l -e . ...1 e,,...t+ltq~' ~o,e,,-, 1:::l-~· \,\ \.\ COMPUTED LOA0-4-Z..:_._:C::.... ____ _ AMPS See Calculation'Worksheat on back. BRANC::H CIRCUITS REQUIRED: 220 • 3(b), 4(d) 220 • 4(b) ~ LIGHTING CIRCUITS B) TWO SMALL APPLIANCE CIRCUITS 220-4(c) 422•7 C) LAUNDRY CIRCUIT D) CENTRAL HEATING EQUIPMENT ~ --t4ARKS r(\I: . ~bk:..-~ rCA,4'&V'I c:::d . i certify that all 'terminations have bean torqued in accordance with rnanufacturer'1 instructions and that the work shown on this circuit card represents the full -extant of the wo(k performed under this permit DOWNER-·--------------- .Eco~~~~:w:;:;4;.~~:c SIGNED--¾ DATE . {..::==t8• " ,,,--(.._ 1. SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION OPTIONAL METHOD NEC 220-30 As an alternative method, the STANDARD METHOD, found in ARTICLE 220 of the National Electric Code, may be used ___ VA ___ VA __ circuits= ___ VA General Lighting Total ___ VA 2. COOKING EQUIP NT LOADS -Nameplate Value Range ___ __,.__VA= Cooktop VA= Oven(s) VA= ___ VA ___ VA ___ VA _ Cooking Equipment Total ___ VA 3. ELECTRIC DRYER 220-1 Nameplate, 5000 VA minimum) Dryer · VA= Dryer Total ___ VA 4. FIXED APPLIANCE LOADS 230~(b3) u::>~-Dishwasher= ~ \~ '-:'.j · --;:_~ VA ·Disposal= ~l ~ ~~~· VA Compactor= ~~~e., Ol~C>. VA Water Heater= CG>fv..\or· -tee:> VA H~dromassage B~~---t<Cc> VA Microwave Oven ~le.-" ~ ·~· VA Built-in Vacuum ~e...e.-~, -~o· VA = l~~GO· VA Fixed Appliance Total ·VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) VA 6. APPL YING DEMAND FACTORS· TABLE 220-30 Op · IS b tal (fr lin 5) { First 10,000 VA x 100% = 10,000 VA ttona u to om e R . . VA 40m VA emanung___ x -10 = __ _ W-e.e.A-~~ ~'t "~~Ot~l,--::;;. .. ~. 7. HEATING OR AC LOAD-TABLE 220-30 0 f:,oc:,e>· Larger of the Heating or AC Load= R'--1$>, -c.,;; lt> • ~c:2:'b _;( ___ VA ~~ ~d \~8"G O· 8. OPTIONAL LOADS TOT AL (Add totals from lines 6 and 7) = VA 1 't-3<g"6 o--..:.--. -36-0 ...:x:::,{·-\ ~. 9. l\:UNIMUM SERVICE SIZE= Option~~-= Total = ___ Ampere (Please put total on front of card under Computed Load) l I DONALD G. COOK -.ARCHITECT 364 BELLAIRE STREET DEL MAR, CALIFORNL\ 92014 (619) 755-9154 T() .· eT'/ or C,4--eL 5,BA-0 loLt?6. 1 Ns;:;ccnoA/ De?t: REF : /?/clf41Zt? i Slfe/Ztzy w f/EGLGR Tl3NAAtT lt{rR.oveMENr~ l13(p k' cL.LoCt6 A v.e . CA.Rt.5BA-D q7-'fi'5!> CAR''-SB,4P · /t/:3/; J<eu.a~ !>r PKor. F: /3 SEE ifDAt:,~ # f.. or: , -.. . _-·-(])·_· / . CAt.C$ .Po K /Zl!!P/Jc--rt 0 N'---. ·.6PAAL.. I I . .ii. _ op: L1v1: LoAOS ----;>-LL -; 82, ~1-- .. -. . · .. . •7000-f/tl'! .. . . .... . .. -··--. .. .. .. . ... PARrH .OL. :. .zo.; .. r, "7~-.-· ·--··'"'"·7··~,---... ~ ., ""'":"'""'·'·' r_ L At, R., _ l?._t --~ _/.._O... ______ -·· ... ··--------: /. /. _\.,/_. I . . . ··------···--·------'------~-------.. -------~ fJ • " • •i•rtn'" ---------------· · -----· 1 I' .. ..t .G' -----------------------iPz---~ -- .. _______ J< I:::._ . . ft a, .: . · · -··-----· · II II PL!EA~'E Nore ; CANTILfEVE,,/2pC) E/\/0 I:;:; .. A-TTA-Cl-fl:..P TO i=XI~?: 't;,'' Tlt.-T-tlP CotlczGTe. ---... ____ WAt,,L;"6o ... 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Po 12.. z -z ooo# LoA o DATE: December 19; 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2955 EsGil Corporation Profe.ssionaf Pfan !l{.e.vie.w 'Engineers SET: III PROJECT ADDRESS: 1936 Kellog Ave. D~NT C?.l_J~ D PLAN REVIEWER D FILE PROJECT NAME: TI & 2nd Floor Addition for office, storage and warehouse D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building cqdes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list 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 iist 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: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation [] GA 0 CM 0 EJ D PC 12/19 trnsmtl.dot 9320 Chesapeake Drive, S"Qite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-2955 III December 19, 1997 • Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications h~ve been reviewed and that it has been determined that the recommendations. in the soils report are properly incorporated into the construction documents (when required by the soil report). • Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: A The building pad was prepared in accordance with the soils report, B. The utility trenches have been properly backfilled and compacted, and C. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." • Applicant shall provide a "Special Inspection Program" for Soils Compliance Prior to Foundation Inspection and for Exp~nsion/Epoxy Anchors to the Building Official. • The Building Inspector shall verify that Site Improvements are in compliance with the applicablE: di_sabled access requirements. • All sheets of plans .shall be signed by the architect on record. • Applicant shall provide a set of plan$ to the City Building department to match the Owner Ill set (applicant insert new sheets into the set). DATE: December 15, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2955 EsGU Corporation Prof~sionaf Ptim !8,f.vie.w 'Engineers PROJECT ADDRESS: 1936 Kellog Ave. D APPLICANT ~RIS. D PLAN REVIEWER D FILE PROJECT NAME: Tl & 2nd Floor Addition for office, storage and warehouse D The plans transmitted -herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith wilr substantially comply with the jurisdiction's building codes ·when minor deficiencies identified .below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Garth Packard P. 0. Box 2518, Vista, CA 92085 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff diet advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation 181 GA DCM D EJ D PC 12/4 trnsmtl.dot 9320 Chesapeake Drive, Suite ~08 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-2955 II December 15, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: i936 Kellog Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/4 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2955 SET: II DATE RECHECK COMPLETED: December 15, 1997 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 disabled access .. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on Jaws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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 law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 8. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections· from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad 97-2955 II December 15, 1997 1. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets 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 the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 arid 1994 UBC, UMC and UPC and 1993 NEC. 7. Provide a not~ on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. Complete the GENERAL BUILDING NOTE# 2 by adding "Tables 3-D and 3-E" @ the end of the note # 2. 8. Provide a complete section view for each type of interior partitions, including all the information as required in the original correction and also provide cross reference from the detail (section view) to the floor plans. See original correction list. 15. Please show a cross section of the handrail shown on detail "A/4". 16. Glearly show on plans that the handrails shall be installed on both sides of both stairs. 18. Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 1005.1. Offices open to corridor on the 2nd floor. 22. From the soils report: • Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Carlsbad 97-2955 II December 15, 1997 • The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation. inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 23. Specify on the foundation plan or structural specifications sheet the soil classification. Section 1804.3. 25. On the cover sheet of the plans, specify any items requiring special inspection, in a.format similar to that shown below. • REQUIRED .SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION EXPANSION/EPOXY ANCHORS REQUIRED? YES REMARKS SOILS REPORT YES Connections to existing walls 26. Applicant shall provide a "Special Inspection Program" to the Building Official. 35. The second floor connection to the existing concrete walls indicate a ledger which is in cross grain bending. Please revise the plans to correct this problem. See detail H/5, F/5 and L/5. See Section 2310.2 of the UBC. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + Pl.AN. REVIEWER: Glen Adamek/Eric Jensen • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 48. 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. Smoke detectors are required if one or more HVAC units supply more than 2,000 CFM to a common space. Carlsbad 97-2955 II December 15, 1997 • ENERGY CONSERVATION 50. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Not shown on the floorplans. 53. The corrected, completed and signed PERF-1, ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans. All forms not signed. · 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 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TltLE 24 DISABLED ACCESS REQUIREMENTS • WALKS AND SIDEWALKS Clearly show on plans the sidewalks on the accessible route of travel, including all slopes. 9. If any proposed walks slope >1 :20 (5%) they must comply with ramp requirements of Section 1007, per Section 1023.3. Revise plans to show or note requirements. • ENTRANCES. AND CIRCULATION 10. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. 11. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building· entrances and between the building and the public way. per Section 1114B.1.2. . • DOORS 12. Revise plans to show a level area, or landing, per Section 1004.9.2.2a: a) ~48" in the direction opposite the door swing (or 44" if doors don't have latches or closers). Bathroom doors on the first floor and storage door on the first floor(in front of the bathrooms). You shall have 48" minimum at the bathrooms door on the first floor, however the plans show only 45". Please revise the plans to show the minimum required 48". • STAIRWAYS AND HANDRAILS 13. Revise plans to show that handrails are provided on each side of the stairs, per Section 1006.9.1. 14. Show that handrails extend a ~12'; beyond top nosing, and ~12"-plus-tread-width beyond the bottom nosing, per Section 1006.9.2.2a. 15. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting col<;>r, per Section 1006.16.1, as follows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant-as the other treads of the stair. Carlsbad 97-2955 II December 15, 1997 16.. Note that all tread· surfaces comply with Section 1006.16.2.1, as follows: a) Be slip resistant. . b) Have smooth, rounded or chamfered exposed edges. c) Have no abrupt edges at the nosing. d) Nosing shall not project ~1 ½" past the face of the· riser above. 17. Show that handrail which project from a wall shall have a space of 1 ½" between the wall and the rail. Handrails may be located in a recess (~3" deep) extending ~18" above the top of the rail, per Section 1006.9.2.Sa. • SANITARY FACILITIES Compliance with the accessibility requirements on the second floor shall be shown on plans regardless of the elevator requirement. 24. Revise plans to show that passageways leading to -sanitary facilities have required clear access widths, per Section 1115B.4. Show that all doorways have: a) All strike edge clearance.dimensions are· required to be met.(i.e. 18" strike edge distance). Clearly show it on· MEN bathroom on the second floor. 25. Note that the doorways leading to sanitary facllities shall .be identified, per Section 1115B.5, as follows: a) An equilateral triangle¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. . b) A circle¼" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shali be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways le~ding to the sanitary facilities, per Section 1117B.5.9. • SINGLE ACCOMMODATION FACILITIES 26. Revise plans to show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.7.2. The space is required to be: a) ~60" diameter. b) AT-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space. 27. Show that the water closet is located in a space, per Section 1115B7.2, which provides: a) A minimum side clearance of either: i) ~28" from a fixture. ii) ~32" from a wall on one side. b) ~48" clear space in front of the water closet. Carlsbad 9.7-2955 II December 15, 1997 • RESTROOM FIXTURES AND .ACCESSORIES 28. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The seat is to be ~17" but ~19" in height. b) The controls are: i) Operable with one hand. ii) Does not require tight grasping, pinching or twisting of the wrist. c) The controls for flush valves shall be: i) Mounted on 'the side of the toilet area. ii) Be ~44" above the floor. d) The force to activate the controls shall be ~5# of force. 29. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.9.4 and California Plumbing Code: a) The rim of at least one urinal shall: i) Project 14" from the wall. ii) Be ~17" above the floor. b) The force to activate the flush valve shall be ~5# force. c) The control mechanism is be located ~44" above the floor. d) ~30" x 48" clear floor space· is provided in front of the accessible urinal. 30. Show that c1ccessible lavatories comply with the following, per Sections 1115B.9.1 and California Plumbing Code: a) ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. i) ~9" high x 30" wide x 8" <;leep at the top. ii) ~9" high x 30" wide and 17" deep at the bottom. iii) The counter !OP is ~34" maximum above the floor. b) Hot water pipes and drain lines are insulated. c) The faucet controls, and operating mechanism are: i) The type which does not require tight grasping, pinching or twisting of the wrist. ii) Has an operating force of ~5#. d) If self-closing valves are used, th~y shaU remain open for ~1 O seconds. 31. Revise plans to show that grab bars comply with the following, per Section 1115B.8: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They sha!I be securely attac~~d 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". Carlsbad 97-2955 II December 15, 1997 c) Grab bars at the side shall be located: i) 15" to 16½" (±1 ") from the center line of the water closet stool. ii) Be ;;.::42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1 ¼" but ~1 ½", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1½". f) Be designed to support 250#. 32. Revise plans to show ~40" height for: a) The operable parts of at least 1 ; i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 33. Revise plans to show that the toilet tissue dispensers are located ~12" from the front edge of the water closet stool, per Section 11158.9.3-. If you have any questions, please contact Sergio Azuela of Esgil Corporation at (619) 560-1468. Thank you. DATE: October 21, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2955 EsGu· Corporation Profusionaf Pum ~view 'E11f1inurs SET:I PROJECT ADDRESS: 1936 Kellog Ave. D APPLICANT fZPJURIS. D PLAN REVIEWER ·D FILE PROJECT NAME: Tl & 2nd Floor Addition for office, storage and warehouse D The plans·transmitted herewith 'have been-corrected where necessary and substantially comply with the jurisdiction's .building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building 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. 0 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: Garth Packard P.O. Box 2518, Vista, CA 92085 ~ 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: ) Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Esgil Corporation ~ GA O CM ~ EJ O PC Telephone#: Fax#: Enclosures: 10/9 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsb_ad 97-2955 October 21, 1997 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 97-2955 OCCUPANCY: B & S-1 TYPE OF CONSTRUCTION: VN. JURISDICTION: Carlsbad USE: Office, storage and warehouse ACTUAL AREA: 7,528 SF ALLOWABLE FLOOR AREA: 16,000 SF STORIES: 2 basic allowable X 2 stories · SPRINKLERS?: NO REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/8/97" DATE INITIAL PLAN REVIEW COMPLETED: October 21, 1997 ·FOREWORD (PLEASE READ): HEIGHT: OCCUPANT LOAD: 30 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/9 PLAN REVIEWER: Sergio Azuela 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 s·uilding 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 USC. 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 law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot ) ! Carlsbad 97-2955 October 21, 1997 • GENERAL 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (6·19) 560-1468. • PLANS 2: · Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Group 8 & S-1 + Sprinklers: Yes or No + Stories 2 + Floor Area Please clarify on plans if buildings F and H are separated by a 2hr Area Separation Wall. 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Titl:e 24 and 1994 UBC, UMC. and UPC and 1993 NEC. 5. Indicate the use of all spaces ·adjacent to the area being remodeled or improved. 6. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 7. Provide a note on the plans indicating if any hazardous materials will be stored ~nd/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 8. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended . ceiling has been designed for partition lateral load). c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Carlsbad 97-2955 October 21, 1997 9. Provide notes and/or details to st)ow that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 807. • SITE PLAN 10. Show dimensioned parking layout including any required disabled access spaces. • INTERIOR WALL AND CEILING FINISHES 11. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-B." • EXITS 12. Exits shall not pass through kitchens, store rooms, or spaces used for similar purposes. Section 1003.5. Exits from the offices on the second floor. 13. Note on the plans: "All exits are to be openable from inside wit~out-the use of a key or special knowledge." In lieu of the above, in a Group B, F, Mor S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1004.3. 14. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1004. 9. • STAIRWAYS 15. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 1006.2. 16.. Handrails: a) Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Carlsbad 97 -29.55 October 21, 1997 Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. 17. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails proiecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1006. 9. • CORRIDORS 18. Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors -shall not be construed as intervening rooms. Section 1005.1. • EXIT SIGNS 19. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. 20. Show two sources of power for the lamps at exit signs. Section 1013.4. 21. Show that exits are lighted with at least one foot candle at floor level. Section 1012.1. • FOUNDATION 22. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 23. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 1804.3. 24. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones _3 and 4. Section 1804.5 • FRAMING 25. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Carlsbad 97-2955 October 21, 1997 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING EXPANSION/EPOXY ANCHORS To be checked with the soils report YES Framing around new windows YES Connections to existing walls 26. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for c;1pproval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 27. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. · 28.. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2305. 29. Show or note fire blocks at the following locations per Section 708: a) In concealed spaces of studwalls and partitions, including furred spaces, at the ceiling and floor levels and at 1 O foot intervals both vertical and horizontal; b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in-line with the run of stairs if the walls under the stairs are unfinished; d) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and 30. Show double top plate·with minimum 48" lap splice. Section 2326.11.2. 31. Show nailing will be in compliance with Table 23-I-Q. Carlsbad 97-2955 October 21, 1997 • MISCELLANEOUS 32. Guardrails (Section-509.1 ): a) Shall be installed at all unenclosed floor and roof openings. Show it on plans at the stairway well. b) Shall have a height of 42". c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-8. .• TITLE 24 DISABLED ACCESS 33. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the USC. • ADDITIONAL 34. Please clearly show on the structural calculations the considerations for LL = 125 PSF for the storage areas on the second floor. Also show considerations for the 20 PSF DL for interior partitions @ the office areas, and the 2000 LBS of concentrated load, according to Section 1604.3 and Table 16-A. 35. The second floor connection to the existing concrete walls indicate a ledger which is in cross grain bending. Please revise the plans to correct this problem. See detail H/5, F/5 and L/5. 36. See the -attached list for: electrical, mechanical, plumbing and energy corrections. 37. 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, cafculation page, etc. 38. 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: O Yes D No Carlsbad 97-2955 October 21, 1997 39. 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 Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1993 NEC. + PLAN REVIEWER: Eric Jensen 40. Please specify the wiring methods that will be used at this facility. Local ordinance restricts the use of armored and NM cable to residential uses only. Clearly specify that AC and NM cable shall not be. used as a wiring method. 41. Show the location of and specify the alternate source of power for the required exit signs. (90 minute battery, self-luminous, generator) 42. What type of exitway illumination is provided for the stairwells? 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 + PLAN REVIEWER: Glen Adamek • PLUMBING (1994 UNIFORM PLUMBING CODE) 43. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 44. The floor plans show 4 water closets and 4 lavatories. The plumbing D,W, & V plans on sheet 7 of 8 shows only 3 water closets and 3 lavatories. Please correct. 45. Show water heater size, type and location on plans. UPC, Section 501.0 46. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 Carlsbad 97-2955 October 21, 1997 • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 47. If fire rated corridor is provided, the required fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 48. 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. • ENERGY CONSERVATION 49. Provide plans, calculations and worksheets.to show compliance with current energy standards. No ·lighting energy design (L TG-forms) provided. 50. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 51. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c)'. 52. The COMPLY 24 shows all the conditioned floor space to be Office use. Most of the conditioned space is Storage, and a large area is Corridors, Restrooms, and Support Areas. Please correct the energy design. 53. The corrected, completed and signed PERF~1, ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. 54. Complete energy plan check will be done when complete corrected energy designs are provided. 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. .. Carlsbad 97-2955 October 21, 1997 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 1. 01 .17 .11, all publicly and privately funded public accommodations and commercial faciliti.es shall be accessible to persons with disabilities as follows: (1) Any builoing, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs. or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which serve the area in question: i) Sanitary facilities. ii) Drinking fountain~. iii) Public telephones. • SITE PLAN REQUIREMENTS 2.. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5 . .7 and 1127B.3. Offices on the second floor shall be made accessible. ,, Carlsbad 97-2955 October 21, 1997 • DISABLED ACCESS PARKING SPACES 3. Revise site plan to show that accessible spaces comply with Section 11298.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5"0" loading zone between each 9'0" wide space. · c) Each space is to be a minimum of 18'0" in depth. 4. Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Section 11298.4.2. All such spaces may be grouped on one level of a parking structure. 5. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is~¼" per ft (2.083%), per Section 1129B.4.4. The maximum slope at the passenger loading zone is to be ~2%. 6. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall ~70 in2 in area. c) When in the path of travel, they shall be posted ~80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space ~36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 11298.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 11298.5. f) In addition, each accessible space is required to be marked with the international symbol of accessibility. 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be ~17" x 22" with lettering not ~1" in height. Per Section 1129B.5 required wording is as follows·. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ " • CURB RAMPS Clearly show on plans the curb ramp between the parking loading zone and the sidewalk. 8. Revise plans to show that curb ramps shall be constructed at each corner of a street intersection or where a pedestrian way crosses a curb, per Section 11278.5.1. '• Carlsbad 97-2955 October 21, 1997 • WALKS AND SIDEWALKS Clearly show on plans the sidewalks on the accessible route of travel, including all slopes. · 9. If any proposed walks slope >1 :20 (5%) they rnust comply with ramp requirements of Section 1007, per Section 1023.3. Revise plans to show or note requirements. • ENTRANCES AND CIRCULATION 10. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. 11. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 1114B.1.2. . . . • DOORS 12. Revise plans to show a level area, or landing, per Section 1004.9.2.2a: a) ~48" in the direction opposite the door swing (or 44" if doors don't have latches or closers). Bathroom doors on the first floor and storage door on the first floor(in front of the bathrooms). • STAIRWAYS AND HANDRAILS 13. Revise plans to show that handrails are provided on each side of the stairs, per Section 1006.9.1. -14. Show that handrails extend a ~12" beyond top nosing, and ~12"-plus-tread-width beyond the bottom nosing, per Section 1006.9.2.2a. 15. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1006.16.1, as follows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 16. Note that all tread surfaces comply with Section 1006.16.2.1, as follows: a) Be slip resistant. b) Have smooth, rounded or chamfered exposed edges. c) Have no abrupt edges at the nosing. d) Nosing shall not project ~1 ½" past the face of the riser above. 17. Show that handrail which project from a wall shall have a space of 1½" between the wall and the rail. Handrails may be located in a recess (~3" deep) extending ~18" above the top of the rail, per Section 1006.9.2.Sa. Carlsbad 97-2955 October 21, 1997 • REQUIREMENTS FOR ELEVATORS An elevator shall be provided to access the s.econd floor, unless equivalent facilitation (offices) are provided on the first floor. 18. Note that elevators shall be automatic and be self leveling to automatically bring the car to the floor landing with tolerances of±½" under normal loading and unloading conditions. The clearance between the car platform sill and the edge of the hoistway landing is to be ~1 ¼", per Section 3003.4.2. · 19. Note that the clear width for elevator doors is to be ~36", per Section 3003.4.4. 20. Note that elevator doors are provided with a reopening device, which functions to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing, per Section 3003.4.5. 21. Revise plans to show that the inside of th~ elevator car complies with the following, per Section 3003.4.7. The clear distances between walls, or between the walls and the door, excluding return panels, is: a) ~80" by 54" (at center opening doors). b) ~68" by 54" (at side-slide opening doors). c) The distance from walls to return panel is ~51". 22. Show that a handrail is provided on one wall of the car, preferably the rear, per Section 3003.4.12. The rails shall be smooth and the inside surface ~1 ½" clear of the walls at a height of 32"±1" from the floor. 23. Show, or note, that call operation buttons are to be ~3'6" above the floor, per Section 3003.4.14. • SANITARY FACILITIES 24. Revise plans to show that passageways leading to sanitary facilities have required clear access widths, per Section 111513.4. Show that all doorways have: a) All strike edge clearance dimensions are required to be met.(i.e. 18" strike edge distance). Clearly show it on MEN bathroom on the second floor. 25. Note that th.e doorways leading to sanitary facilities shall be identified, per Section 1115B.5, as follows: a) An equilateral triangle ¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle ¼" thick, 12" io diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.9. Carlsbad 97-295·5 October 21, 1997 • SINGLE AC.COMMODATION FACILITIES 2~. Revise plans to show a sufficient space in the .toilet room for a wheelchair to enter the room and close the door, per Section 1115B. 7.2. The space is required to be: a) ;?!60" diameter. b) AT-shaped space as shown in Figure 11 B-12(a) and (b). c) Doors are not permitted to encroach into this space. 27. Show that the water closet is located in a space, per Section 111587 .2, which provides: a) A minimum side clearance of either: i) ~28" from a fixture. ii) ~32" from a wall on one side. b) ~48" clear space in front of the water closet. • RESTROOM FIXTURES AND ACCESSORIES 28. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The seat is to be ~1711 but ::;;1911 in height. b) The controls are: i) Operable with one hand. ii) Does not require tight grasping, pinching or twisting of the wrist. c) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be ::;;4411 above the floor. d) The force to activate the controls shall be ::;;s# of force. 29. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11158.9.4 and California Plumbing Code: a) The rim of at least one urinal shall: i) Project 1411 from the wall. ii) Be ::;;17" above the floor. b) The force to activate the flush valve shall be ::;;s# force. c) The control mechanism is be ·located ::;;4411 above the floor. d) ~3011 x 4811 clear floor space is provided in front of the accessible urinal. Carlsbad 97-2955 Oct9ber 21, 1997 30. Show that accessible lavatories comply with the following, per Sections 11158.9.1 and California Plumbing Code: a) · ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. i) ~29" high x 30" wide x 8" deep at the top. ii) ~9" high x 30" wide and 17" deep at the bottom. Hi) The counter top is ~34" maximum above the floor. b) Hot water pipes and drain lines ate insulated. c) The faucet controls, and operating mechanism are: i) The type which does not require tight grasping, pinching or twisting of the wrist. ii) Has an operating force of ~5#. d) If self-closing valves are used, they shall remain open for ~1 O seconds. 31. Revise plans to show that grab bars comply with the following, per Section 11158.8: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as ·35", c) Grab bars at the side shall be located: i) 15" to 16½" (±1") from the center line of the water closet stool. ii) Be ~42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1 ¼" but ~1 ½", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1½". f) Be designed to support 250#. 32. Revise plans to show ~40" height for: a) The operable parts of at least 1; i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 33. Revise plans to show that the toilet tissue dispensers are located ~12" from the front edge of the water closet stool, per Section 11158·.9.3. Carlsbad 97-2955 October 21, 1997 • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 34. Where permanent identification ls provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 35. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. · END OF DOCUMENT ,. Carlsbad 97-2955 October 21, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 1936 K~llog Ave. BUILDING OCCUPANCY: B & S-1 BUILDING PORTION BUILDING AREA (ft. 2) Second Floor Add. Office 1,748 Storaoe 752 First Floor Tl 5,029 Air Conditioning 1,748 Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 97-2955 DATE: October 21, 1997 Tl Rich~rd & Sherry Wheeler TYPE OF CONSTRUCTION: VN VALUATION VALUE MULTIPLIER ($) 55.00 96,140 22.00 16,544 26.00 130,754 3.50 6,118 249,556 [8J 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 1,164.50 ~ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 756.93 Type of Review: [8J Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: , Esgil Plan Review Fee: $ 605.54 Comments: Sheet 1 of 1 macvalue.doc 5196 City of Carlsbad M#ih·-11 U44Ailf.i•l4•i=iiii,i4Ui BUILDING PLANCHECK CHECKLIST DATE: /0--3O-:q7 . \ . PLANCHECKNO.: CBq 7a9 S5 BUILDINGADDRESS: /'7~ hef O-!l~-t_U~ , PROJECT DESCRIPTION: =:i2 m:z t') == (7 4--g ¢' of-+rc.e._ ~ ASSESSOR'S PARCEi-NUMBER: . EST. VALUE: 7 5 :;l.. 'r;f /{Ll-r'4. JiCt<X'=' . . ENGINEERING DEPARTMENT t)eni,o f;;-X/s-/-;113 6rod {;f{)c_e__ APPROVAL. DENIAL 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 instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: 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 CFO INFORMATION Parcel Map No: Lqts: Recordation: C.arlsbad Tract: A-4 I\LASPALMASISYS\LIBRARY\ENGIWORD\DOCSICHKLST1Bullding Plancheck Cklst BP0001 Fann MM.doc ., Rev.o9'03'~075 Las Palmc;i.s br. • Carlsbaq, CA 92009-h576 • (619) 438-1161 • FAX (619) 438-0894 ,( .. : BUILDING PLANCHECK CHECKLIST SITE PLAN 1s/ 2ND.I 3RD.I i · Q Q 1. Provide a fully dimensioned site plan drawn to scale. Show: a Q Q A North Arrow B. Existing & Proposed Structures C. Existing Street Improvements 2. Show on site plan: A Drainage Patterns D. Property Lines E. · Easements F. Right-of-Way Width & Adjacent-Streets G. Driveway widths 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swaie s·· away from building." H. Existing & Proposed Slopes and Topography 3. Include on title sheet: A Site address 8. Assessor's Parcel Number C. l,.egal 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.) previousJy approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No ....... _______________________ _ 4b. All conditions a~e in compliance. Date: __________ _ 1\1.ASPALMAS\SYS\!.IBRARY\ENG\WORD\OOCSICHKLST\Bulldlng Plancheclt Cklsl BP0001 Form MM.doc Rev. 09/03/97 2 a a a a a BUILlm!G PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. 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 Carlsbad Municip~I Code Section 18.40.030. 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 and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ____ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ ______ _, pursuant to Carlsbad Municipal Code Section 18.40.040. P1,1blic improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the . appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted iii person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. 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: . ~~r:5~:;\SYSli..lBRARY\ENGIWORO\OOCSICHKLST\Buikl~ Pianchecl< Cklst BP0001 Fonn MM.doc 3 BUILDING PLANCHECK CHECKLIST 1st.' 2nd.' 3rd.' 0 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return 0 0 0 0 0 d IQ 0 0 0 0 0 0 0 0 agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS . The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required. 7b. Grading Permit 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. Grading Inspector sign off by: Date: ----------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 8. 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, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: ~~~:~:tSYS\LIBRARY\ENG\WORD\DOCSICHKLST\Bultdlng Plancheck Cklst BP0001 Form MM.doc 4 _ .. - 0 0 0 0 BUILDING PLANCHECK CHECKLIST 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 11. 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 occu~rst. · 12. ,;/ Required fees are attached · O No fees required 13. Additional Comments: ~~~:o~:;\SYSII.IBRARY\ENG\WORDIOOCS\CHKLST\Building. Plancheclt Cklst BP0001 Fann MM.doc 5 .. ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate ba~\:ld on unconfirmed information from applicant. ~ Ca!c'ulation ·based on building plan~heck plan submittal. Address: /9,3 0 he/I t7fJ3 . /41 U"2_ . Bldg. Permit No. 9 7 d 7 SS Prepar~d by: fJ11Jrrt.__ Date: 19(ao/q 7checked by: ____ Date: ____ _ EDU CALCULATIONS: Li~t_Jypes and square foot~~s for all uses. J-7'(-!-I ~C>D "' q 7 Alew fn,e;z...wnin-e_ o,--,-rc..e..... i ()i'+:1c..e t, ?4-8 ~ -·~':....-s_ Types of Use: S±crrct~ :e,_.. ·sq. Ft. · ~ · ;zc· EDU's: __ ,_f ".;__,_I =d:-:---"' ' --:-v<X>O ADT CALCULATION~: List types and square. foot,a.,ges for all uses. ,-,.£, ~oo JS . of-I-( c.e.. i_ 0---V-+ l Ce_ /J 7 4 8 fLJ · 4: _ Types of Use: S+orug ~ Sq. Ft.~Y-ekol.i&e 7~ ADT's: ------=3,.,,__0J1-- . ~c>o FEES REQUIRED: WITHIN CFD: ~ {no bridge &. thoroughfare fee, reduced Traffic Impact Fee) D NO -~ARK-IN-LIEU FEE PARK AREA: ______ _ / FEE/UNIT: . CYz. TRAFFIC IMPACT FEE . . ADT's/UNITS: ·. 3 q. ~IDGE AND THOROUGHFARE ·FEE . / ADT's/UNITS: . Q/4. FACILITIES MANAGEMENT FEE X X X NO. UNITS: __ _ FEE/ADT: FEE/AD:r: ____ _ =$_6=--- = $--'-<-~ 5=-~=--· -(9 =$ _____ _ ZONE: ___ _ _ UNIT/SQ.FT.:d ,::)c::x2 ~SEWER FEE . X FEE/SQ.FT./UNIT: ® PERMITNo.$ /? C/70/C/7· EDU's: / o L"d-X FEE/EDU: /'/? /Q . BENEFIT AREA: . µf/2f: DRAINAGE BASIN: __ _ =$ 21 D() 7 • ·EDU's: ------"- P°RAINAGE FEES PLDA.·_ ----"- ACRES: _____ _ ~ER LATERAL ($2,500) X X. FEE/EDU:. __ _ HIGH ___ /LOW __ _ FEE/AC: ___ _ =$_v-=·-- -er-=$ _____ _ =$ -8 ~ TOTAL OF ABOVE FEES*:$ .31 8 g 5 I · *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required With Building Permits. P:IDOGS\MISFORMSIFEE CALCUl.A TION WORKSHEET REV 01/28/97 " ~ i i> I\J i' f;l $ "' Cl C .J ~· -::; >• >, J;J J;J ~ ~ "" "" 0 (J Ql Ql .s= .s= u u C: C: "' "'· a:: a:: ¢00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB C/7-: 2-9.s-.S- Planner Van Lyne~ APN': 2-ti 01z-o,/· 2r2--170-O6 Type of Project and Use:/>'Aug:: 7$ Zoning: fM General Plan:· p.:,c Address !'1st Je,.GJ~l06& At/. Phone {619) 438-1161, extension 4325 Project Density:_~~½-~------ Facilities Management Zone:_> __ _ CFO On/~ Z':> Date of participation: Circl~,. -.Remaining net dev acres: - (For non-residential development: Type of land used created by tl)is permit: . lv',dJ ) ' . 7 . . Le·gend:. i:g:j Item Complete Q · Item Incomplete -Needs your action ·Environmental Review Required~ YES _ .. _ NO/>( TYPE ___ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If riot, state conditions which require action. Conditions of Approval: D ~ D Discretionary Action Required: YES NO TYPE p 1p APPROVAL/RESO. NO. __________ DAT~ ____ c,Q s--oq PROJECT NO. _. _q,.....[= __ ·.-o ....... _..:t _____ _ OTHER RELATED CASES~ _____________________ _ Compliance with conditions er.approval? If not, state conditions which require action. Conditions of Approval: ------------------------ ~ 0 0 Coastal Zone Assessment/Compliance Pr-eject site located in Coastal Zone? YES NOK CA Goastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, ·Suite 200, San Diego CA 921.08-1725; (619) 521-8036 Determine status (Coastal Permit Required. or Exempt): C~astal Per~it o·eterm,nation Form· already ·completed? YES If NO, complete Coastal-Permit Determination Form now. Co·astal Permit Determination L.6'g .#: Follow-Up Actions: NO 1 ). · Stamp Building Plans as "Exempt" or "Coastal Permit Required" {at minimum Floor Plans). , 2) Complete Coastal Permit Determination Log as needed. ,..:; ... fl O CJ lnclusionary Housing Fee required: YES__ NO~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.J moo Data Entry Completed? YES NO (Enter CB#; UACT; NEXT'f2; Construct housing Y/N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. 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 numb~r. ---&,~1 o,J g>i:.11 NS >~ ~,,,,,-,--~/L -#=-Zoning: 1. Setbacks: Front: Shown ------Interior Side: Shown ------Street Side: Shown --'------Rear: Shown ------ ~O O 2. Accessory structure setbacks: Front: Required ------Interior Side: Required __ _,,_~-- Street Side: Required ----~--Rear: Required ---------Structure separation: Required ----'------ ]9-0 0 3. Lot Coverage: Required ;J/4 -'--7,.,.._,.....__ __ _ Shown ------ gl.O D 4. Height: ~ 0 5. Parking: Required q/J Spaces Required f > Shown ------- Shown Is ------ 0 Guest Spaces Required ------Shown " ~ Additional Comments r{!l/C)AIIIT 1~Pi&vl.:iMl:i!tTI ;/11{)/C,l(Jff 272".AT S>'(PMDS ~~ s /),//U-,. if'&:: /'11J:1/),;//i:1) A.S «if?ctr s-/?dc.(:f. 71-/IJ Woµt.-lJ e&Jlf.All[A- /JJJU!t"/1/C !)t;;:!RM~/) P:C 23~C$S. TW S{#c8s. -4 'T.Sr.Jte" rm; ~uPWA1t1Uf" §12.-"tetB" !;r:uf/.(YA)f;• VD 75A: C1:usJ t;;r,f\ t~,b !''if2f2.ks,, fmt.v, S'ttAu.-t:?:: cawli:.,w¢t>1 HA Vt:r Alo h@P C.fA'UN& 19,1/J Ale:;, WJJI/Jat/C OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER f/ lpvL · DATE (?:8~7 ' OIJ8 ~tM-~ o'!)Ao;, C<:lrU~(:rN~ U//p1(x)(A)S. City. of Carlsbad 97371 · . Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check ,. Date of Report: Tuesday, October 21, 1997 Reviewed by: hi:k... A.~/uc... Contact Name Address City, State Garth Packard 2057 Chestnut Av Carlsbad CA 9200~ Bldg. Dept. No. CS97-2955 . Planning No. Job Name Wheeler Tl · ---------~------- Job Address _1_9..;...36..;.....;...Ke_ll_og'""'g..__-,-----~--------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 Department Use Only Review 1st '--,,---- 2nd __ _ 3rd __ _ Other Agency ID CFDJob# __ 97_3_7_1 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619} 931-2121 -'9 I -- : .. .b ... 'f' ··.,_ .. 5'-9" Project: ------. D . l i . 1 l 1_· NEW WINDOWS . r. ' ..... ----'. ' .. ' -... • -!-....... . ' · l r· ·!··-·-.. ! . ; •• ··-' • ,.t ·-·-· F ·-.. . . . . ... . , .. __ '..--··-·. =- .. ·.· : .. ~ 6 M.E-.. ·-·, ...... C.0:0 .. riJ_S._C:Ti.d .. N: __ .-'OETP.--\. L-. .. ·_ ··· l:. ; .. · :· ;:.~ ..._-!·-· · ~-.'.: -~------~~--·"';···--~~--t ~A~);· : · · · ---· ·-· · · : · . . · · . : -: · . f3~t.,.Aii-\C-1;,. · ·: _---._ . . . -·... . ~--:~ t ottrsf.0.. G '' .]J_t;,.·r>.l:JP .. 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I I , I , , , ·, : iO; ·! .. to; i t,.Jr-r 1 ·0 ; ; . : ;\Ji,TH lTttl'5 l ,, . ·--· , __ ,_,., .,.. -D-~ ... l.'\l. _T, __ _.!.L~ ___ EJS.,,.EBB.E.._,_,,_ --r-+-·--·-------.. ---,,,-l--·· -: ; :. } : .£ ! -I 13 : : 'I i ~l : ,· : : . ., : • 1 • • • • r : I ~ r · · , , • p { • .,._ .,,J..,._,._~, .. ,wJ.EJ.~L~T.il.:H1S __ ..;.,,,,-.. ,-• .,~L~.£0..:.K~t~._(b. __ l,_,,_;. .. -..i ...... -2-.__l._ ___ _ ' , 1 • I ;R ' 1 ' ' , • ! I • ' ' . _:_ .L l.tf,, .. ! ... JN1--, .. --f~'-+-~-~-;.:6H.$:AR. ! .. L:o~ __ JrR~t1~ ..... · ... .. _ ,.; ----~-... )JJ9 T '.-, ... EF.~C..TEd, __ -~~; --~ ·f$.W.-.,. 0PEN.H~.6;S .. ----~ I •' ~ :i , f, . i i , i •i ~' -~,J ; l ! ~ r ! ! ,. . 'i ,, .. C4RLS8,4D I /936 l<ELLCJ0~ f;T, f7Rop. . i .. _ . · ,r::_Twic& P,L. _ • __ . ...... . .. _ . ~~--=---....!\~----. 6-X ~ L ~ x . 7; a.7t;_tJe¢J ~ . ~-LG~ZfQ .. :::: ·; · .. 22f-" --__ ._ . .-~ .... --.! · --~--g--f-::·~~~?%2/~ '/.S.._,_L2.0.CJ . ~~7Cf'7_LW_-"-__ -=---=-.. ---"---'-----'--- I l ; ' l • . I ..... · .· I . l ! . Z. !,~ ..... '\. , r CA--,e 45 /3-AD. -K'/5.lt.()12, ~T ; . ,,,.-.. I .:..i . U::t:/2.L ~ ~kJt ~------f....;.I -~. ~~~--------,..-----,-'---,-~~--'i/L C ~ . +-#)__tf:-__ i; ,t.. ... ________ .~Jf:,,.,,,,;;.. -~ --· ____ .· -~-If\~_ ~:..!.---------=~-~--------;-:---' Rir< . ·t ~£::. ~21~ - ---'--'----------'--'--l----'-'--------......,.......:--__.._ .,::.,Z,~2.~___,,_------------'-'-'-----== __ 74f~ _;. . i.ia · A// z-3_xg~G" r::;. O_.¢~t-~s: ___ -_1 __ ; __ -- __________ ..;,........j.......,--'--------~.;;::_ ~~ -~G:!:.__li_1 3 ___ : __ -'------,--'-'.. _· --- t /"--{ ', ·,· " -: /' '-, .. -. . , .. . \. ,. \ .-- I . i -_ C,4-t. CS . rTA:Cff75.P -: . l ,. . , . . .:-:· __ . -~· -. . . ' • t • . . ,. . •. •f\ • • . • •''.,. ~-~ ·----~·~ ~: i . ; [. ! ./ : / ' ; ·-j :_ ' ... . . ! I I i •••• • I • ,, 6 N . CAR.i-S!3A P . ~t=ll()&b c;.l, . LATEZAl Af./Ai.//~IS 3 ,/ , ..... ·",i;-,· ' 1,,," ' ,-·,,.:' ... ·: ' •• ,.:_:·.', 1' '.' ' ,:·· ,:. ,' --· ' .:-· .· ··:\-, ' .. __J?·l: ' . "~ -.:. : . ' ' ·,._' ' ) ;-~ -. ' --'----.,--1-='-0----~"-'---t2'TRAN5Ff:1<ge,o ro f:'Kl~~-..___.__,w,:_,:_·i='--='--+----f-----· ·i . . . , . 'Bee De,~ I l . I ! ' ' ' ' -- , Ou/ .Lll/ .LJ l.tilJ O I; Ol:I 1'A.A itH.1434.1~ I .l o·.9.;-26'.;1997 .14:.08:-2-1 TJ-·sizing(TK) :v, ,.61 unoo.us .s.101-1 Trus Jo'ist Mac-Millan Page 1 of 1 MAST_siz ~004 3M .. cnls~ad V.i-lla.ge ,Dr, . Carlsbad .c.a, .. c« 9,.2008 -USA P-hO'ne: 7-20 .11n ·----·--------· .. .---·····-.... -. ·-···. -·-.. -. -., .. .;;,. --··· .. ---.. ·--....... .;; __ , ______ , .. -......... '"' ·····----~--. ···-· --. --·-··· -.. -· ·---.... - ·-Ha.le': JAY .tOV.E . P.r-oje·et -K-ne:. Ie-Uog .J-0:b .P.age -lit-le·: Baud' 011 kllova:b1e· Streu Design· (AS!})· KER build'in·g co·de for Ctrstoir TJM products 0 00 .. ,,_. 00 ._, __ ... ···.:• .. '-0000 .... -... -··· 00 0 ··-··-···---···-·· -O , ...... ·--,..,;.: ·-1 .. -····-.---···· ... -· -........... 0 a O 0000---••HoO ______ ,,.,,o, 00 ··-•-••••••--,.,_ .. -O O AppUc-atforr.; .... ,. flow ~ en. .toad .classHi<rat.ioh •• , •• ,. r1o·o·r toid' Duration: ra:c-to·r ........ .1. 00 .. u.v.e• ,Load.(.p'Sf) • •I H J • ! I l I J I 3 ~-0 •. o D'a'ad Loid{ps!)' ............... to·.o· .Trib'uta.rr W.idth.( 1-11.)' .... 1.: :.o •. oo Defle·ct.ton Cr.tte·ria-· ( S} .. t.t .. De'f.l .f.L .. Jjefl Overhng 2L/360· 2L/UO .spa:n l --L./3~-0 . L/.24-0 Overhng 2L/360 2t/240- S·.25'" I 12" Pa:rallamfR-) PSL Co111ucial Ben -------------------------------5'~ 0,00" R. 141~ 0,00" R i'.: 0,00" Membu Use. , , .•••• , , , • • • • • • BEAM -Menber Top:. Slope.(in.f.ft) ... -0, 000 Roof Slop·e·( in/ft)· .••• · .• : . . O. 000 .f.lo-o-r -Dec-ki-ng, ••• ,., •.•••• , •. N.f.A · Repetitive Member us·e ....... NIA . Rein.fo'i:ced O.verha-ngs •• , , , ; . • M/.A ~.;..:. ... ·;. •• ~ ••••• .:.;..: •• ·:. •• :. • .:..:.;..·;.· • .:. .... ;.·.·.:..:..;-~ .. · :S -I Z .. g A -N ,A--L--.Y ·S -I .. S .... A -S -D ........ --·.:··· · · · · ·· · ··· · · .... _ · • · · · .... · · · · · · · .. This' aulysis for TJM pro·dt.rcts orrly! Subst.ttutio·n vo'ids this analysis. -IMP-ORT.ANT!. .The -a:nal,s1s .pr:ennhd . below is ,output .f.rO'II so'f.twa:r.e· .dev.e'lop-ed -by Tr.us Jo'ist MacMil-lan.{T.JM.). Al-lowable pro-duct. valun sh:own are· in a:c-qordanc-e-with eurre-nt TJM' materials aird c-o-de· accepte·d design values. The· speoif ic pro-duct .ap-11lfoatio-n; iiip!!t .dest.g.n loa-ds .and stated · .d.iunsions -have :.be·e:n .. p1-ovlde:d by .others r -hne ·.not bnn .checb·d for co·nfotnnce-with th'e' design dravings of the butldlrrg, and Jrau n·ot bnn· review'8'd by TJM Engineering • . .r.hs .load-~o:nd'ttian~ .. considend irr .. th.is.desi.gli lncl-ud1 .alter.n:ate .. and .a.djaie:nt ne:mber skip loading. . . Corrce.rrtnted lo·ad uqu:i:rnrenfs far sta'n·datd 1i'61TF:re'Sidentia'l floor's h-a:ve-been c-on·sfdered, ·shear( lb} -Mo:ne:nt.( f.t.;lb-} Live· Def!, ( in') .Tota1 .. Defl. { in)· -Ma:.xt1uir 3S30 9-891 .. nnign -Al.lovable · .cont-ro:l . 3071 · < . 1218~ 2n LT, eid Sp-a-n 1 un-0e-r Floor A!JJACEHT sp-an loading · 989-1 < 3-04-S.~ 32% MID ·Span 1 .unde:r -Floo-r -A-tT-ERRAlE s!)'an lo·adi-ng o·.20~ < 0.333 2Li582 R'l'. Overha·ng irn:der Flo-or A'LTERHA'TE span· lo·adin·g ,0 ,.-19'9 .< .. o, 5.00 .21/,602 . RT.,· O,ve:rhang .undn ·.rfoor ALT-&ltHATE s.pa-n -load-ing· --------------· ---------. -------. Over.hang " -Sparr-1 " . Over-hug Max, Rea-c-Uon rota'l{lb) · Uve'l,lb') Requiud Brg. tength(in)· -Mat· ... unbmi&'d .Le.ngt.h(in) S829 H-12 2.U(W) -2-n.s -S82-9· .45.12 2.61{V)' -1U4 ,2-778 Capyright (c} 19n by !rus Jo·ist Ma:cltillan-, a· li11te·d p:artnnslrip, Boise·, Idah·o·, US! • . Paralla.m-.(.RJ -ls .a .. r.e:gts.terd .tra:.dna.rk-o·.f T.rus .Joist -MacM.Ulan. TJ-~sizing{TM} is a· tra:deurk o·f Tns Jo·ist MacMillan. · i . ! ---............ .,;;. ... __________________ ·-------. -------------------------. __ ....... --,_~ ~----~---~---...., .. ..__ , 05/16/13 THU 07: 08 FAX 76CM343373 09·.-: 2 6'•'19,9 7 14 !-10 :.2-2 TRUS JdIST MAG~IILLAN TJ-Si:irrg{U)· . ·V4.-61 -H-7100-148 -S-10,1.1 rrus Jotst Ma-c Millan Paga-1 of 1 -MAST_s-i! ao.o Carlsb'ld -village--Dr. ·. Ca:r-lsbad .ca·, .. ca 9:2008 -USA· -Phone: 7-20 1-793 0 .. 0 .... ,oj 00 ,0 •' 0 f O .... "' ... , ••• , .. 0,.;; <, 0 >O 00 00 MO ... 0 0, -...... -.. ••••-,., 0 • 00 , ... --0 000-0 ... -0 ~ <•oOOO-.. -.. ;;,. ·-·····---.... ••• -, .. O ,o• 0 O O ,0 -· 00 o, 0 .. • ••• • ---0 0 .. • 0 O -... 00 0 OoO O o _. o> 0 ... ,_ 0 -Name-: ,JA:Y -LOVE -.P.roje·ct :xame·: -Kellog-Jo·b . -P.age-litle: . Bue·d O'll' Allowable Stress n·esign (!SD} lf&R butidirrg o·o·de· far Cl!sto• rJM pro-dtrc'ts •• _ ... ·--· 000 OoO ..... ···-........ -··· ... 000>-0•-•ooO ----•••-0 0 _,,000 •• 00 0 000 '0 .... 0 ,,_ 0 0. ·-· ·--·---0000 Ooon• ~--••••• ·-oO O o 00 M ·-00 ·-· ... ---0 •••• --, ... ·-- Ddle·ation· Crite-ria· { S} Meirb'er Use· ................. REAM 14]003 lPPlic"a:tio·n ........ Flo-or .: Co1. -Lo-ad -Clauif.i'cati:on ••••••. Flo·o-r Lo-a:d Duration Factor. . . . . . . 1.00 .L-i,ve -Load (-psf} 1 ............ 800 •. o . ,Lt --D·ef.1 -T--L· -Def.l Sparr 1 L/UO t/24& --Me:nlm -T-op. Slope( in/ft-} •••. O .. 000- Roof Slop~.{in/ft} ......... o·,ooo-· -Floor -Deck-ing ••••••••••• , ••• -lf./-A n·nd Lo-a-d{p-sf}' ............ 192.0· -Tr.ibqt-~-rt .W,idthf! :.-"}.,,. 1~ .-0.-M 7n J 12n Pa'r,alla(RJ PSL Comnerc"ia'l Beu . •. 151= ~.00" ft Rep·etitive· Merbe.-r Use .... -... N/A -Reinforted on·rna.ngs •. , ..... --NJ.A f B-\ .:~.:.:.::.:..: •• ~.:..:..:.·.· • .:..:. ... .:..:.·-····--·.:.·:.:. • .:.:.·:. • .-:. •• S I Z E A: K A ·1 Y S I S -· A S D · .· ..... -· · ------· · · ···· ·· · · · ·· · · · -· -· -.... · · -· -T-h-is -a!ia-lrs-is .,.f.or NM .product's -onl,y ! -Sub&-tit-utfon· ,o:i ds --th-is --analysis. IMPORTAHTt The · analysis preunte·d below is .output froi scrftva-re developa·d by frus Jotst Ma:cMillan(TJMf. Aliowable· -product -v.alue·s slrown -ne in --accor~ance -with -curreli't--TJM materia-1-s .and--code ac-cept-e·d.-de-sign vdue·s. · ?he: spec.if-ic'-pr-oduct a·ppl!catiotr, in·put de-sign· lo-a-d& an-d· st~ted dinen'Sions !rave· bun·· provided by others, ha-ve not bee·n checke·d for -c-on-for-nnce· . wlth the--dedgn -drawings. o:f. -t-he· -buHding, -a:nd -tne ·,not .. been .te\li-e·we-d .. by -!JM -Enginae-r ing. Conc-e·ntrate"d load req1rireirents for standard nori-nsidential· flo·Q·rs h:ave be·e·n· considend. Sheu{lb"l -Moment{ft-lb} Live-»·en. {in) · Tota-1 -D·efl..(i,n;) -Ma1-inu11 7637 .28638 -De-sign A-llowab'le . 6619 ( 16240 -2-8638 .( -4060-0 0-.483 < tjOO· .. o ,-6U ·< . 0,-7-S-O Mar. Reaction Totrl( lb l. 7837 7637 -.6000 2J7(W)' 1315 _ Uve-{lb )· -60.00 Requlre-d Brg. tength{inJ ··2·.S70l) Ma·x. -Uii-buc·e'd---terrgt-h 0-nl -Co-ntr.ol .U% Rr. en·d Sp:an 1 under· floo·r lo·ading .7-1% · inn Sp!II 1 -1.mde:r -Floor loading t/373 MID" Span· 1 und·ei: Flo-or lo~ding --L/2~3 MW -Span 1 -unde·r -Flo·or loading Co-pyright {c)-1997 by frus Jo'ist MacMilla-n·, a lintted pa-rtli-e-rslrip·, Botse, Idaho·, USA. -P-a-rdla-D(-RJ· -is .. a: .re-g.i-s.t.e-rad -t.r-ade1ark -of--T-rirs -Jois-t .bfa·aMHla-n. TJ~sizing{TM}" is a tra-denrk o'f Ttirs Joist MacMillan, ' J .• .: '. I ,1 f '1 r . f -I Llll~k . ~ ... {tt, KtP LcAO '3,$.K t..okO ·e K t-oAO . I DONALD G. COOK ~ ~RCHITECT . w'FIP!hl~t!i ~f D _ MAR, CALIFORNIA-92014 (619) 755-1662 1'.lo UN-i-r @' F_LtJ0/2 YJA:L,,l FrG '· ·----~- !=/AO!Z ® WA-U- I FT~ - --. __ ... .. -· ' ...... ----- CA/2Lse,A.o 7 · l<!!=Lt...oG<e, f;i, f~f', ~ Fr. LOAD TOTAL WtDT-1-+ 1 t;,Z ~G'G io /0_ :zao l.G/ l'li'O '27-b 16/J. ,,ot-1 -«rn ~ (j *'·-. ·:2 ~2.. IZ.4-: ' <t 10 io- ;.t; l~O .. . ·II zzt; 16 4~! . : -- -- . . .. .. ' ,' • -!t1 " ' - • Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (760) 438-3155 • FAX (760) 931-0915 · December 19, 1997 P & G Construction P.O. Box 2518 Vista, California 92085 W.O. 2376-A-SC Attention: Subject: Mr. Garth Packard Geotechnical Review of Tenant Improvement Pl~ns dated October 7, 1997, -"-p~ Sheets 1 through 8, Building F, Lot 40, Carlsbad Airport Center, 1936 Kellogg . -"1 Avenue, ~arlsbad, California Dear Sir: In accordance with your request and authorization, GeoSoils, Inc. (GSI), is presenting this letter summarizing our geotechnical review of the tenant improvement plans for the subject site. The scope of _our services has included a review of the subject plans, a review of the references in the Appendix, analysis of data, and preparation of this summary letter. Unless specifically superceded herein, the conclusions and recommendations contained in the referenced documents by GSI in the Appendix remain pertinent and applicable, and should be appropriately implemented. · Our review of the subject plans indicates that in gener~I. the plans are in conformance with our previous report for the site (GSI, 1995b). As indicated in that report, all footing trench excavations should be observed by a representative of GSI prior to placing reinforcement. We appreciate this opportunity to be of service. If you h_ave any questions pertaining to this report, please contact us at (760) 438-3155. Respectfully submitted, GeoSoils, Inc. Distribution: (4) Addressee 1f1 I~ ~kelly Civil Engineer, R Appendix REFERENCES GeoSoils, Inc., 1997a, Final compaction report of rough grading and improvements con- stru.ction, Carlsbad Airport Center, Lot 40, Carlsbad, California, W.O. 2179-8/C/E-SC, dated· September 9. __ .· , 1997b, Pavement design report, Lot 40, Carlsbad Airport Center, Carlsbad, California, W.O. 2179-E-SC, dated March 24. __ , 1997c, Revised interim report of rough grading, building lots 1 through 8, Carlsbad Airport Center, Unit 2, Lot 40, Carlsbad; California, W.O. 2179-8-SC, dated February 20. __ , 1997d, Interim report of rough grading, Lot 40, Carlsbad Airport Center, Unit 2, Carlsbad, California, W.O. 2179-B.,SC, dated February 14. __ , 1995a, Interim summary of rough grading_, lots 39 and 40, Carlsbad Airport Center, Carlsbad, California, W.O. 1852-B-SC, dated November 27. __ , 1995b, · Update geotechnical evaluatlori, lots 39 and 40, Carlsbad Airport Center, Unit 2, Carlsbad, California, W.O. 1852a.SC, dated June 20. __ , March 21, 1991, Geotechnical Site Evaluation, Carlsbad Airport Center, Unit II, · Carlsbad, California, W.O.# 1260-SD. ICG Incorporated, April 21, 1993, Geotechnical Report of Rough Grading, Airport Business Center, Unit 2, Carlsbad, California. International Conference of Builders, 1994, Uniform Building Code. San Diego Geotechnical Consultants Inc., July 29, 1988, Supplemental geotechnical · investigation, Carlsbad Airport Center, Unit 2, and off-site fill area, Carlsbad, California, job# 05-4879'-011-00~00. GeoSoils, lne. ,, TITLE 24 REPORT FOR: Tenant Improvement l<ellogg Aver1ue. Carlsbad P & G Construction P.O. Box 2518 Vista,. CA 92085 { 760) 945..:.1 987 REPOAT PREPARED BY: Michael Dell · Dt.LL CO·. 1629 York Drive Vista, CA 92084 ( 619) 940-0064 . Job N.umber~ n1697ga2 D9-te: 12/2/1997 ·, , The COMPLY 24. computer program has· b:een used to perform the calculations summarized in th!s compliance report. This pro~ram has approval and is authorized by the California Ener'0Y Commission for use with both the Residential and Nonresident!al Building Energy Efficiency Standards. This progr~m developed by Gabel bodd/EnergySoft, llc (415) 883-5900. 1/ Table Of Contents for.Tit!~ 24 Repcirt . -------------------.-, --·-~ ------- Cover Page M M If '!! 11 M " ff JC M 10 M M N H N >I ,M I< >I Jt It M M .. It < M M ',>1 N If N K " '"', If le M M M If It H H M M .. N j,I " M K " 0C .. M M II 1 . . Table of Contents ............. .; • • • . . . • • • • . . • • • • . • • . • . • . . • . . . • . . • . . . . • 2 Nonresidential Performance Title 24 Forms . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 HVAC System ·Loads Summary ....•...•.•• ~ • : . : • . . • • • • . . • • . . . . . • • . . . . . . . • . 17 . . . Zo-Fle Loads· Summary ..................... ~ • . .. • . . . • . . • . . •. . . • . . . . . . . . . . . . . 21 HVAC Equipment Spec Sheets K N K'" H K H X M .. N '>( 'M M H N If M H ff H " .. M If It K M H M JI If -<>II M H M N >< It M N H 30 PERFORMANCE CERTIFICATE OF COMPLIANCE: ( pa,ft 1 of 3) Run-Initi~tion Time: 22: 3:12 · PERF-1 -page 3 of 33 Runcode: 1712-595767424 . , . ~ -. -------------------.----------~---.------------------------------- ProjeQt Name: Tenant Improvement Address: Kellogg Ave-nue Carlsbad Designe·r :· P & G Coflstruction Docurnentat.io-n: DELL CO .• :Date: 12/2/1997 I '----------: Building Permit No •I '----------: checked by I Date .f I :coMPLY 24 User 1712 -----.-------------------------------------------------0 ·----------- $TATEM!;NT OF COMPLIANCE _ 1his Certificate of Compliance lists the Bu:ilding features and performance specifi6ations needed to comply with Titl~ 24, Parts 1 and 6, of the State Building Code. This certiftcate applies only to a Building using the performance ¢omplianc~ approachJ · The Principal Designers hereby 6ertify·that the proposed building design y.-;epresented in t-he construction documents a-nd model led fo, this penni t appl ic.ation an:i consistent with all other forms and worksheets, specif i- cations,. and othe, calculations submitted with this.permit application. The p~oposed building as desi~ned meets the energy effieiency requirements of the State Building Code, Title 24, Pa,t 6, Cha~te, 1. 1. I hereby affirm that I am eligible ~nder the pr6visions of Division 3 of the Buainess and Professions tode to sign this document as the person responsible for its pre~aration; and that I am licensed as a civil .engi nee,, mechanical engi neeT, 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 5·537 .2 of the Business and Ptofessions Code to sign this document &s. the pefson·responsible for its preparation; and that I am a licensed contractor preparing documents for .work that I have eontracted io perform. 3. I affi~m that I am eligible under the exemption to Division 3 of the Business and Profesaions Code by Section · _ of th~ Code to sign this docu~ent· as the person resp6nsible for its :p-reparation; and for the follow! ng rea·son: --------------- SCOPE O,F COMPLIANCE (Designers should circle applicable paragraph numbers) ENVELOPE -Requ.ired Forms: ENV-_--1, ENV--:--2 Principal Designer P & G Construction (760) 945-1987 ·LIGHTING -- Principal Designer MECHAN:ICAL - Pr i ncip-al Desig.ne-r Action Air_ Conditioning ( 619) 727-4152 Location of Mandato,ty ·Measures on Plans · · (Signature) Required Fqrms: LTG-1, LTG-2 1 2 3 (Date) (Circle) Location -0f Mandatory Me~sures on Plans ( $,ignature) 1 2 3 (Date) ( Ci ,cle) .R~~ui,ed F6rms: MECH-1, MECH-2, MECH-3, MECH-4 Location of ··Mandato.ry Measu·res -on Plans . (Signature) 1 2 3 (Date) (Circle) PERFORMANCE; CERTIFICATE OF COMPLIANCE. (part 2 of 3). PERF-1 page 4 OT 33 ·Run Initiation Time: 22: 3:12 Runoode: 1712-595767424 M ' ----... -·--. ---------------------' .,.... __________________________________________ ., ___ _ Project Name: Tenant Improvement Doc~m~ntation: DELL CO. :Date: 12/2/1997 I • I fCOMPLY 24 User 1712 -' ' ' ' ', ,--------------------· -------------.-----.-------------------------------- ANNUAk SOURCE ENERGY USE SUMMARY (KBtU/$qft-yr) Energy Component ' ' ' --~------------------- Space, Heating Space Cool,ing . Indoor Fans · Heat.Rejection Pumps Domestic ~ot W~ter Lighting -Receptacle Process TOTALS· GENERAL INFORMATION C'oridi tioned Floor Area: . ~veYage Ceiling Height: alass A~ea / Wall Area: Average G.la:zing U-Value: Fro~t OYientation: 180 deg Numbef·of Stories: Numbe-r of Zones.: Number of Occupancies: ZONE INFORMATION F7loo:r Area ZonEl Name ( sqft} . ------~--~------------_____ .....,..__ 1st Fl.Office/Entry 216 1st Fl .. Front Storage 238 1st Fl. RR/Corridor 321 1st F°looif Back 1453 ?Dd Fl·.t::xt. Demo/Disply 606 2nd Fl~ E'.x.t. Office 7~7· 2nd ~l.Int. ~R/Corridor 532 ;2:hd Fl.Interior Lab 3-54 2nd Fl·.Interior Office 39·5. Warehouse 2624 · standard· Proposed Compliance Design Design Margin ...... -~---...--_ .. _______ --------.- 4.88 8.35 -3.46 28·.69 29.86 -1.17 2$ .13 30.42 -2.29 0.00 0.00 0.06 0.00 Q·.00 0.00 ,6 .24. 5.38 0.87 41.74 35.43 6.31 · 1'2 .18 12 .18 0.00 0;00 0.00 0.00 ___ .....,.. __ ~_ ------------------ 48·52 9.0 0 .13 1.19 (S) .2 10 $ Display Per im .. (ft) ----:"':!"'--y,N'f 0 b 0 0 0 0 0 0 0 0 1.21 .87. 121.62 0.25 ,compliance Method: COMPLY 24 v5~10 Location: Carlsbad Climate Zone: 7 S~RVICE WATER HEATING ·System Type: Electric Res 0.91 0 System Efficiency: Pipe Insulation: Inst Tailored Process Tailored .LPD-. Lighting Loads Vent. ( wlsf) (watts) ( w/sf) (yin) -----------------·---------WN--1.33 0 0 N 0.61 0 0 N 0.72 0 0 N 0.59 0 0 N 1.43 0 0 N 1 .37 0 0 ,N 0.57 0 0 N· 1.63 0 0 N 1.46 0 0 N 0.00 0 0 N PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 pag~ 5 of 33 Run Initiation Time: 22: 3; 12 · Runcode: 1712-595767424 -··---------------------------------. ------------------·-------------Project Name: Tenant Improvement Documentation: DELL CO. :oate: 12/2/1997 I I • :coMPLY 24 User 1712 --------------------------------------------~ -------------------------- The documentatior:i p:reparer hereby certifies that the documentation is accurate and comple.te. .DOCUMENTATION AUTHOR 'M.ich-a,el Dell ( 619) ·940-0064 ~--__ ,6_'5---4-z-k_( __ D_a~r-e-) EKCt;:PTI0NAL CONDITIONS.COMPLIANCE CHECKLIST The local enforcement agency should pay special atte·ntion to the i terns specified in this chec.kl ist. These items requ . .i re special writ ten Justification and documentation, and .special verification to be used with the performance approach. The local e.nforcement agency determines· the adequacy of the justi f icatlon, and may reject a bui'ldi ng o·r design that o\herw.ise complies based on the adequacy qf the special Justification and documentation submitted. 2nd Fl.Interiof L~b Occupancy type of Precision Industrial has been selected Warehouse Heating Indoor Oe$ign Temperature of 55 F Input Ware-house Cooling Indoor pesign Tempe-i:-ature of so F Input . . SUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES .JUSTIFICATION: The -exceptional features 11.sted in this PE?-rfo-rmance approach application have specifically been reviewed. Adequate written Justification and documentation for their use·have been provided by the applicant. authorized' signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 22: 3:12 ENV-1 page 6 of 33 Runcode: 1712-595767424 __ ,_., __ ...w .......... _-"""'-.. --· _.,:...,__. ________ .. ________ . ___ ,.. ___ .,._. -----·· ................. > _,..., _______ ., ___ ' ____ ........ , ....... ____ ............ Project Name: Tenant Improvement : Date: 12/2/1997 · · I I lCOMPLY 24 User 171~ --. ________ , __ .. ----------------------------------·---. -----------------·------ OPAQUE SURFACES A_ssembly Name . ' ' ·-------------------R-13 Wall (W.13.2~4.16) .6" Concrete Wall T 8-5 R-19 Roof R-11 F looY( F .-11.. 2X-6 .16) ~arp~ted SL?b. On Grade FE'.NESTRATION Fr-ame Orient Parres Type -·-----,------------ Interior i Metal Front (S) 1 Metal Left (W) 1 Metal Left cw.). 1 Metal Const Type LoC$tion/Comments, Note to Field ______________ ...__, -~---, -: --------- Wood None Wood Wood None Exterior Shad"e _, ---· -0--------------- Inte·rior Window None None None OH N y N y G.lazi ng Type -----------------------Single Clear Default( N) Grey lite 14 Grey lite 14 Grey lite 14 CERTIFICATE OF COMP~IANCE -Lighting Ruh Initiation Time: 22: 3:12 • I -• LTG-1 page 7 of 33 Runcode,: 1712-595767424 ~ -------·,;,.....,_ ------~-----------.-----·~ ---0-,--.... ,----.. --, -------------------------- . : ProJ-~ct Name: Te·nant Improvement Documentation; DELL co. lDate: 12/2/1997 I I :coMPLY 24 User 1712 ---. --------------------------~-----------.------------------------ INSTALLED LIGHTXNG 'SCHEDULE No of· Name, Lamp Type Lamps -------0-------·-------- Fl µoresce.FJt 1 Fluorescent 2 MANDATORY AUTOMATic CONTROLS -Control Watts/ Ballast Ballasts/ Lamp Type Luminaire ---... ,-.-~ ----~-~------------34 Standard 1.0 34 Standar.d· 1.0 Control Location ID Control Type Zor.ie Controlled No of Fixt. ----- 4 (:,5 ------------------------------------------------------------ CONTROLS FOR CREDIT · Control Control Location ID Control Type Zone Controlled Note to Field ------- Note to Field I I • I I Note to Field -----·---------------------. ----------------------------------- CERTIFICATE OF COMPLIANCE -:-Mechanical ( part 1 of 2} ME:CH-1 page 8 of 33 Run Initiation Time: 22: 3:12 . Runcode: 1712-595767424 -------------------------------------------· ~·----------------------------Project Name: Tenant Improvement ·oocumentation: DELL CO. ,Date: i2/2/1997 I I lCOMPLY 24 User 1712 ---.............. -¥-----' _"""" ________________ --' --------------.... ___ '------------------------- _ SYSTEM _FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP The:r.mostat -Electric Heat _ Fan Contr~l _ VAV Min Position· Simul. Heat/Cool Heat Supply Reset Codl Supply Res-et Ve nti lc%'t.fo n OA Damper Centro~ l;:conomizer Type Outdoor.Air CFM Hea,t Equip Type Make~ Model No. - Cool Equip Type Make .ani::I Model 1st Floor Front 5 Setbac·k n/a Yes O .0 KW- Constant · Volume· n/a n/a Constant Temp Temp No Economizer 116 Heat Pump Trane WCD---024 DX 1st Floor Back .S Setba·ck n/a Yes .o~o ·Kw Constant Volume n/a n/a Constant iemp Constant Temp C N.o Economizer 218 -Heat Pump BY-y~rnt 655APX048 ·ox Zone Name 2nd Floor Exterior 2nd Floor Interior s Time Control S . Setback Control Setback #·of !solation Zones n/a · HP Thermostat Yes Electriy Heat 0.0 KW Pan C·ontrol Constant Volume· VAV Min Position. n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp' Cool Supply Reset Con~tant Temp Ventilation c..- OA Dampe.r Co_Y'ltrol 6::: Econo~izer.Type. No Eco~omizer Outdoor Air CFM 262 Heat_Equip Type Heat Pump Make & Model No. ·Bryant 655APX048 Cool Equip Type DX Make and Model Code Tables Setback n/a Yes O_.O KW Constant Volume n/a n/a. Constant Temp Co-nsta nt · Temp ' C. 6- 'No Economizer 192 Heat Pump Bryant 655APX048 D)< ' ______ ... _ "---~--------------------------"----------,.... Time Co-ntrol $ :.Prog Switch. o:occ Sensor M·:Man Timer Ventilation B=Air Balance c:oA cert. M:OA Measure D: Demand Co_nt - N:Natural OA Damp$r _A:Auto G:G:ravity Note to Field I , I -, I I I I ,I l I , - I I I CERTIF.ICATE OF COMPLIANCE -Mechanical ( part 2 Of 2) MECH-1 page 9 of 33 Run Initiation Time: 22: 3:12' · · ' Runcode: 1712-595767424 , --------------· ·----..... -. -----------' __ """' _____ . ------" -------------------------- Project N~me: Tenant Improvement Docum~ntation: DELL co. . . :Date: 12/2/1997 I I • :coMPLY 24 User 1712 ------------------------------------------------------------------------ DUCT INSULATION System Name -----------------------Tr'-ane WCD-024 Bryant 955APX048 BY-yant 65.\3APX048- Bryant 655APX048 PIPE INSULAiION $ystem Name. Domsstic Hot Water Type -Duct Location. ------------------------ Heating Ducts in_ Attic .Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts, in Attic Cooling Dwcts in Attic Heating Ducts in Attic Cooling Ducts in Attic Pipe Type Insul Required . NOTES TO PIELD -For Building Department Use.O~ly. Duct Tape Insul Note to Allowed R-Val Field _'"':"" ___ ------------ y I N 4.2 y I N 4.2 y I N 4 .. 2 y I N 4.2 y I N 4.2 y I N 4.2 y I N 4.2 y I N 4.2 Note to Field ------- -----------------·------------------------------~--.-------------------- ENVELOPE COMPLIANCE SUMMARY -Performance (part 1 of S)ENV-2 page 10 of 33 Run Initiation Time: 22: 3:12 Runcode: 1712-595767424 ----------------------------------------.------------------·-------------- Project Name: Tenant Improvement Documentation: DELL CO: iDate: 12/2/1997 I I 1COMPLY 24 User 1712 _______ .,. ________________________ ,------.. --·· -----'----------------... , ____ ........ ____ _ GENERAL INFORMATION BY ZONE Zone·Name 1st Fl.Office/Entry 1st Fl. Front Storage 1st Fl. RR/Corridor 1st .Floor Back 2nd Fl.Ext. Demo/Disply 2nd Fl. Ext. Office 2nd Fl.Int. RR/Corridor 2nd Fl.Interior Lab 2nd Fl.Interior Office Warehouse Occupancy Office Industri~l Storage CoYridor/Restroom Industrial Stora-ge Retail/Wholesal~ Sale$ Office corridor/Restroom .~recision·Industrial Office Unconditioned Flr Floor Display No Area Volume Perim. 1 1 1 1 2 2 2 2 2 1 ------------___ ..... __ _ 216 238 321 1453 6,06 737 532 354 395 2624 1944 2142 2889 13077 5454 6633 47$8 3186 3555 52480 0 0 0 0 0 0 0 6 0 0 Total 7476 •, I ENVtLOPE COM~LIANCE SUMMARY PerfoYma~ce (part 2 of 3)ENV-2 page 11 of 33 Run Initiation Time: 22: 3t12 Runcode~ 1712-595767424 , .. --------, ---------. ------.---------· ----: ' .. ------------' __ ........... _______ . ----------- Project Nam~= Tenant Improvement :Documentation: DELL CJj. : Date:.· 1212/1997 I I :coMPLY 24 User 1712 --~ ---------------------· ~--------------------- OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference Location/Comments W"!------------------' ·-----.. --------------------------. --- · Wa-11 115 Wall 345 Wali 104 $lb · 216 Slp 238 Slb 321 wai1· 52-o Wall 430 Wall 320 Slb 1453 Roof 606 Wall · 144 Wall 633 Wall 144 Roof 737 Flr 216 Roof ·532 Roof 3E;,4 Wall 144 Wall 702 Wall 144 Roof 395 Fl·r. 28 WalJ 640 Wall 1640 Wall 640 Roo_f '2624 Slb.. 2624 0.821 0.088 0.821 .0.134 0.134 0.134 0.088 0.821 0.8;21 0:134 0.041 0.821 0.821 0.821 0.041 0.074 0.041 0.041 0.821 0.088 0.821 0.041 0 .074, 0.821 0.821 0.821 0.578 0.186 180 Int 270 0 0 0 Int 270 0 0 180 180 270 0 180 0 180 .180 180 Int 0 180 0 180 90 0 180 0 90 90 90 180 18,0 180 90 90 90 180 22 90·· 90 90 22 180 22 22 90 90 . 90 22 180 90 90 90 2·2 180. Yes 6" Concrete Wall J B-5 No R-13 Wall' (~J .• 13.2x4.16) Yes 6" Conc:rete ~~all T B-5 No· ·car~et~d slab·on Grade No Car~eted·slab On Grade Yes -Yes No No Carpeted.Slab On Grade No · R-' 13: W a 11 ( W • 13 . 2 x 4 • 16 ) 6" Concrete Wall T 8-5 6" Concrete Wall T 8-5 Carpeted Slab On Grade R-19 Roof Yes Yes Yes Yes Yes · Yes Yes Yes Yes No Yes Yes Ye.s Yes Yes Yes Yes No 6" Concrete 6 11 C6nC,rete 6" Cpncrete R-19 Roof Wall T 8-5 Wall T B-5 t,.Jall T 8-5 R-11 Floor(F.11.2x6.16) R-19 Roof · R-19 -Roof 6" Concrete Wall T 8-5 R-13 Wali (W.13.2x4.16) 6" Cdncrete W~ll T B-5 H-19 Roof· R-11 Floor(F.11.2x6.16) 6" co~crete wall T B-5 6" Concrete Wall T 1:3-5 '6" Concrete Wall T 8-5 R-o Roof Exposed Slab On Grade 1st Fl.Office/Entry 1st Fl.Office/Entry 1st Fl.Office/Entry 1st Fl.Office/Entry ' 1st Fl. Front Ster age 1st Fl. RR/Corridor 1st Floor Back 1st Floor Back :J..st Floor Sack 1st Floor Back 2nd Fl.Ext. Demo/Disply 2nd Fl. Ext. Office 2nd Fl. Ext. Office 2nd Fl. Ext. Office 2nd Fl. Ext. Office 2nd Fl. Ext. Office 2nd Fl.Int. RR/Corridor 2nd Fl.Interior Lab 2nd Fl.Interior Office 2nd Fl.Interior Office 2nd Fl . Interior Off ice 2nd Fl.Interior Office 2nd Fl.Interior Office vJarehouse Wa·rehouse vJarehouse Warehouse Warehouse ', ENVELOPE COMPLIANCE SUMMARY -Performance (part 3 of 3)ENV-2 page 12 of 33 , Run Initiation 'Time: 22; 3:12 Runcode: 1712-595767424 ... -, --... ----------.. -----, ....... ---------------------------.1,,.--------~--------------; --- Project Name: Tenant Improvement :Date: 12/2/1997 I I , Documentation: DELL. CO., [COMPLY 24 Use~ 1712 ' ' ' ---.,--·------:--w-. ~·-·----~---0---' ' ---------------------------------------------- FE,l~ESTRATIQN SURFACES sc Act Glass ' . Type Area, Frame-Div U-Val Azm Tilt Only Location/Comments ------------------------_,.___ ------"?"'------------------------1, Wdw Frorit ($) 64.0 Metal No 1,19 180 90 O .6'5 1st· Fl.Office/Entry 2· Wdw Front .( s) 96.0 Metal No 1.19 180 90 0.65 1st Fl .Office/E·ntry 3 wdw Left (W) 216.0 Metal No 1.19 270 90 0.65 1st Fl .Office/E.ntry 4.Wdw Left ( w ) 76.o Metal No 1R19 270 90 0.65 1st Floor Back 5 Wdw Left (W) 10,5. b Metal No 1.19 270 90 0.65'2nd Fl. Ext. Office 6 Wdw Back (N) 36.0 Metal No 1.19 Int 90 0.94 2nd Fl.Interior Office .. OVERHANGS/SIDE FINS ---window----.,..--Overhang----....:..,.. -·--Left. Fin---_;_,_Right Fin-- #', Type Ht Wd L.en Ht LExt RExt Dist Len. Ht Dist Len Ht -------__ ..._._ 1 wdw 8,.0 8.0 6.6 0.1 10.0 10.0 0.1 5.0 0.0 2 Wdw 8.0 12,0 6.0 Owl 10.0 10.0 0.1 5.0 0.0 3 ,WdvJ 8.0 27:0, 6.0 0.1 10.0 10.0 0.1 $.0 0.0 LLGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 22: 3:12 · LTG-2 page 13 of 33 Runcode: 1712-595767424 ----·---------------------------------.-----------------------------------Projl:'Jct Name: Tenant Improvement Documentation: DELL CO. :Date: 1.2/2/1997 I I :coMPLY 24 user 1712 ~. ____ ....... .,., .. _.,_.,..,. _____ """'" __________ ..... _________ 0--------....-------... ---------------------- ACTUAL LIGHTING POt,JER No of Na~e · Description Lumin Watts per Default Total Watts _.,. ____ ----~ ......................... __ ··------~ ----------· ---------·-.-----------_____ .. __ 48~ T-12 Low Watt 48" T-12 Low Watt /1 Lamp ( Not Tndm-) 12 Lamp 4 65 4'3 .0 72.0 172 4680 SubTotal 4852 Less Control Credits (LTG-3) o Total Proposed Watts 4852' * If ·not CEC . Default value, please prov id.e supporting docume-ntation. MODE;LLED LIGHTING POWER BY ZON!;: Modelled Floor LPD Total Tailored :Zone Name Occupancy Area ( w/sf) (watts) (watts) -------------------------~-----------______ , -----_.,...,. ____ -~------------ 1st Fl.Office/Entry Office 216 1.333 288 0 1st Fl. Front Storage Industrial.Sto,age 238 0.605 144 0 1st Fl. RR/Corridor · Corridor /Restro-om 321" 0.717 230 0 1st Floor Back Industrial Storage 1453 0.595-864 0 2nd Fl.Ext. Demo/Disply Retail/Wholesale Sales 606 1,426 864 0 2nd Fl. j=:xt. Offic·e Office 737 1.368 1008 0 2nd Fl.Int. RR/Co,ridor Corridor/R~stroo~ 532 0.568 302 0 2nd Fl.Interior Lab Precis.ion Industrial 354 1.627 576 0 2nd Fl. Interior office Office 395 1.458 576 0 --------------------------- ,:-oTALS .. 4852 1.000 4852 0 . * Note: Tailored Allotment requires supporting document?ttion on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 22~ 3:12 MECH-2 page 14 of 33 Runcode: 1712-595767424 -----------. -------------------------. ---____ ... ------------------------------ ~roject N~me: Tenant Improvement lDate: 12/2/1997 I I • Docum,ent-?-tion ~ DE'.LL co. lCOMPLY 24 User 1712 -----·-----------------------------------~ -·-------------------------- SYSTEM/ZONING SUMMARY System/Zones Served ·central/Zonal System System Type -------------¾•---s-------~----------,------------------------ No Sys 1st Floor Front Trane WCD-024 _ Packaged Heat Pump 1 1st Fl~Office/Entry 1st Fl. Front Stoyage l~t Fl. RR/Corrldor 1st. Floor 8$ck Bryant 655APX04$ Packaged Heat Pump 1 1st Floor Back 2nd Floor Exte.r ior Bryant 655APX048_ Packaged Heat Pump 1 2nd Fl.Ext. Dem6/Disply 2nd Fl. Ext. Office 2~d Floor Interior Bryant ·655APX048 Packaged Heat Pump 1 2nd Fl.Ibt. ~R/Corridor .2nd Fl .Interior Lab 2nd Fl.Interior Office Warehouse I I I -~-~ MECHANICAL EciUIPMENT SUMMARY Performance Run Ihitiatiph Time: 22: 3:i2 MECH.:.3 page 15 of 33 Runcode: 1712-595767424 w ---------------------------------s-----------. ~------------------------ Project N~me: . Tenant Improvement Documentation: DELL CO. : Date:. 12/2/1997 I I l_COMPLY 24 User 1712 . -----'. --. --------. ----""':'"-----. --. ---------'----··------------... ------------------- CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type ' ------------------------------------------------------------------1 Bryant 655APX048 2 T-r a ne WCD-024 CENTRAL SYSTEM RATINGS Packaged Heat Pu 3 No Economizer Packaged Heat Pu 1 No Economizer Sys ---------Hea:ti ng __________ .:., __________ ...;._-:-=---.,·------Cooling ----------· - No Type' Output Aux KW EFF . Type output Sensible EER SEER _....;,_.....,_ ,-.,-~.-.....---.._... --------_.,. ______ _ ·1 -Heat Pump 2 Heat Pump CENTRAL FAN SUMMARY Sys 47500 23600 0.6 6.8O.DX 0.0 6.60 DX --------~---Supply f""an 47000 24000 ',, _______ .,..... __ Mtr Drv 35200 ~.90 10.00 16800 8.60 10.00 Return Fan Mtr Drv No Fan Type Motor Location ·cFM BHP: Eff Eff-CFM BHP Eff Eff ---. ----~ ... ___ .,.... __ __ .. _.,. __ .. ._.. ...... ,,..w,....--..w--..,_.w, .. ~---,-....,.. __ ~ ...... ~ _..,..._ -----_ .. ____ 1 Constant Volume Dr-avJ-Through 1600. 0.75 .72 100 None .2 Constant Volume D·r aw-Through 765 0.33 64 100 N'one ZONAL FAN SUMMARY -----------Zonal ~an ------------E,xhaust Fan ----- Mtr Drv Mtr Drv Zone Name No CFM BHP Eff Eff No CFM BHP Eff Eff -------------------------~-.. -_.,. _____ ............. __ -------------- 1st Fl . RR/Co-rr ido:r -None 2 100 0 .. 0.5 49 100 2nd Fl.Int. RR/Corri.dor. No-ne 2 100 0 .0'5 49 100 None BOILER SUMMARY .AF\J.E /Rec Rated Stdby Volume System Name System Type Eff I npL~t. Loss -EF (gals) -----------------------__ , _.,. ' , ____ . --.:.~- ______ ..... ----------,._ .................... -- AO ·sMrrH PEC-030 -Dornest-icHt,J 0.997 15359 0 .010 0.910 28 -M!CHANICAL VENTLLATION -Performance Run Initiation Time: 22: 3 =:12 MECH-4 page 16 of 33 Runcode: 1712-595767424 ............. ..._ ... ____ ----------' __________________________ .,..., _____ ~--------------------------- Pre,}ect Name: Tenant Improvement Documentation: DELL CO. ' . :oate: 12/2/1997 I I :coMPLY 24 User 1712 -----------------------------.------------------------------------------- VEl'ff1LATION SUMMARY BY ZONE Zone Name T Occupa nc,Y . F.loor Area ---~ ----------------------------------~-~- 1st Fl.Office/Entry lst Fl. Front Storage 1:::;t F 1. RR/Corridor' :t.st Floor Back 2nd ~l.Ext. Demo/Dis~ly 4nd Fl. Ext. Office 2nd Fl:Int. RR/Corridor ~nd Fl.Int~rio~ Lab · -2nd Fl.Int~rior Office Office Industria1·$to Co:rrido-r/Rest, Industrial $to Retail/Wholesa Office Corr ido, /Res.tr Precision Indu Office 216 ,23$ 321 :t.453 606 737 532 354 3-95 sqft /Occ 143· 143 143 143 :LOO :t.43 143 143 143 ' CFM Dsg·· /Occ CFM 2:L '• 5 21.5 21.5 21.5 25~0 2:L. 5 21.5 2:L.5 21.5 32 36 48 218 152 1 :L :L 80. 53 59 . TOTALS 790 Min CFM 32 36 48. 218 152 111 80 53 59 788 Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ven~ilation and Pr~cess Loads Worksheet Tran sfer CFM HVAC sYitEM HEATING & COOLING LOAD SWMMARY . page 17 of 33 ------' .---, ___ ,? ____ . .;.,,,0-----------------.;..,_ -____ , _. --------------------------. ·Project. Nam.e: Tenant Improvernerit Documentation: DELL .co. :Date: 12/2/1997 I I :coMPLY 24 User· 1712 --w---------------------------~ ·----·--:--. ---------------------------- · HVAC SYS_TEM DESCRIPTION HVAC System Name: Heatiri8 Syetem Na~e: Cooling System Name: System Multiplier: Fan Schedule: P-e-a k Load Met.hod: Relative Humidity: ZONES ON THIS SYSTEM .._ ...... __________ ...,_.,. __ , ----. ......, _____ , ·1st Fl .Office/EntYy 1st Fl. Front Storage 1st fl. RR/Corridor PEAK ( Jan 12am) (Jan 12am) ( Jan 12arf!) TOTAL ZONE LOAD -Duct Gains & Losses: Ventilation: ( 117 CFM) ~eturn Air Lighting Gain · SLlpply/RetuYn Fan Gain: TOTAL SYSTEM LOAD SYSTEM. _OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM o·uTPUT , HEATING 24797 6'16 831 ........ _.... ------ 26244 ~624 ,4020 ( 0 _,,_ ....... ___ _ 32889 19346 19346 -1st Floor Front Trane ~JCD-024 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT .. ( J·ul ( Jul ( Jul 5pm) 5pm) 5pm) 117 CFM) 15125 1805 2556 19486 1949 503 · 0 0 21937 18671 18671 450 496 668 1614 546 2160 6244 6244 NOTE: The TOTAL SYSTEM LOAD shown r~presenti th~ minimum size equipment which will heat or cool thi$i· zone during the -design conditions indicated . . These numbers include no safety factor, and the HVAC contractor should · oversize by a reasonable ma:rgi n to account f o-r variations in weather c;:o.ndi tioris and the pick-up capaoi ty requ-i red to br_i ng the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment sel~ction should note that $ensible and Latent Cooling Loads aFe indicated to a,llovJ for accurate compar isor:i 1;Ji th manufacturer's output data~ ~VAC SYSTEM HEAT~NG & COOLING LOAD. SUMMARY page 18 of 33 ------------------·-----.----, ---------~-·-~-----~--------, ------------·--- · Project Name: Tenant Improveme-nt· D6cumen~ation: DELL co. :Date: 12/2/1997 I I :coMPLY 24 User 1712 ·-~ -----------.----------~-----+---------------------------------- HVA.C SYSTEM-DESCRIPTION HVAC· system Name: Heating $ystern Name: .Co6ling System Name: System Multiplier: .Fan schedule: · Pe?. k Load Method: Relative Hu~ldity: . 4.0NES ON THIS SYSTEM -----~, _, --------------PEAK 1st Floor Back ( Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 218 CF~) Returri· Air Lighting Gain. Supply/Returh Fan Gain: TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MA.IN HEATING. & COOLING SYSTEM .TOTAL SYSTEM OUTPUT HEATING ' '< 28180 28180 2818 7538 ( 0 ,-385::;_!6 38937 ·-------- 38937 1st F loo'f 8,;1c k . Bryant 655APX048 1 All On Load Cales COINCIDENT 5-0 % COOLING PEAK SENSIBLE LATENT ( Jul 6pm) 218 CFM) --_ .. ___ -- 25896 25896 2590 683 0 0 29169 39301 39301 2591 2591 1032 3623 9718 _"':""" ___ _ 9718 NOTE: The TOTAL SYSTEM LOAD _shown tepresen~~ the m1n1mum size equipment which ~ill heat or cool this zone during t.he design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account fo-r variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback· thermoatat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are in~icated to allow for accur~te comp~risori with manufacture~'s out~ut data. HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 19 of 33 ________ , ____ , ----------------·-...;,.,W"f: """'· -----w.----; ---""""(--' -. --------------------- ·project Nam•= Tenant Improvement Documentation: DELL co. -· ' ' , .: Date: 12/2/1997 I I :coMPLY 24 User 1712 ---. ---. ----.------------------------------------- HVAC.SYSTEM DESCRIPTION HVAC System Name:. Heating System Name: Cooling System Name: tyste~ Multipli~r: Fan sc·hedule: Peak L,oad Method: .Relative H~midity: ZONES ON THIS SYSTEM PEAK HEATING -..... _ -'~----------------------,._.., ___ _ 2ud Fl-Ext: Demo/Disply (Jan 12am) 795 2nd Fl. Ext. Office (.Jan 1;2am) 2967.2 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 262 CFM) ··Return Air Lig.hti ng Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS ~AIN 'HEATING & COOLING SY~TE~ TOTAL $YSTEM OUTPUT 30467 3047 9051 ( 0 -----~- 42564 38937. 38937 2nd Floor Exterior Bryant 655APX048· 1 All On Load Cales COINCIDENT 50 % .COOLING PEAK ( Jul 5pm) ( Jul 5pm) 262 CFM) SENSIBLE ...... _____ ,. __ 7155 32077 -------- 39232 3923 1131 O· o· -------- 44287 39058 39058 LATENT -----""!"' 1545 1314 ------ 2859 1228 ------ 4087 9761 976:L. NOTE: the TOTAL SYSTE~ LOAb s~own represents the'minimum size equipment which ~ill heat or cob! this zone during the design conditions indicated. These numbers include no safety factor, and t;,he HV.AC contractor should ·oversize by a reasonable margin to ac;;coun,t for-variations in weather c6nditions and the pick-up capacity ~equired to bring the zone to temper- ·:·. ature as a result of a setback thermostat. .Those responsible for final equipment selection should note that. Sensible a n.d Latent Cool L ng Loads are indicated to allow for accurate comparison wJth manvfacturer~s output dat~. HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 20 of 33 -' __ , '-------. -' -----, .....,. ______________________ ~---------------------------~-·-- · Pr:6J~ct Narne: Tenant Improvement. D.094mentation: D~LL co. :Date: 12/2/1997 I I :coMPLY 24 User 1712 ---.---------------------------·---------.-------·----------------- H.VAC · SYSTEM DESCRIPTION · HVAC ·System Nam.e: · · Heating System Name~ C6oling System ~am~: System Multiplier~ Fap Schedule·: Peak Load Method~ Rel·ati ve Humidity: 7-.0NES O_N THIS SYSTEM --------------------- 2nd fl .Int .. RR/Corridor 2nd Fl .lnterior. Lab 2rtd FL. Interior Off ice l,.Jarehouse PEAK ( Jan 12am) ( Jan i2am) ( Jan 12am) ( Jan 12am) TOTAL ZONE LOAD Ouct Gains & Losses: Ventilation: ( 587 CFM) R'etu,n Air Lightil'1g Gain su~ply/RetLlrn Fan Gain: TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM OUTPUT HEATING. 698 464 9385_ 0 10547 1055 -20258. ( 0 --~----- 31860 38937 .;,_ ____ .,_.._ . · 38937 2nd Floor Interior Br:-yant 655APX048 1 All On Load Cale~ COINCIDENT -so·% COOLING PEAK SENSIBLE LATENT ................. _ ... --------- ( Aug 3pm ) 4558 949 ( Aug · 3pm) 4313 631 ( Aug 3pm) 7930 704 . ( ALJg 3pm) 0 0 -------------- 16801 2284 1680 5$7 CFM) 3165. 2728 0 0 ___ .,_J. ____ ------ 21646 5012 37904 11173 _ __ "::""' ___ ....,.:. 37904 11173 NOTE:· Th~ TOTAL SYSTEM LOAD shown ,eprese~ts the minimum size equipment whic~ will heat or cool this zone during the design conditiohs indicated. These ~umbers include no aafety. factor, and £he HVAC contractor should oversize by a reasonable margin to account for variations in weather condr"tions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostit. Those responsible for final equ!p~ent selection should n6te that sensible and Latent Cooling Loada.are indicated to allow for accurate compari~on with manufacture,~s output data. ZONE HEATING & COOLING LOAD SUMMARY pa,ge 21 of 33 -----. ----·---*---------------------------------------------------- •· P·roject Names: Tenant Improvement Docum~ntation: DELL co. :Date: 12/2/1997 I I tCOMPLY 24 User 1712 ___ ,. ____ ., ___ -...... __ 'f'I""" __ ~-------.. ----------; ------'-,. ___________________ .,. ________________ _ SUM'!'1ARY OF PEAK HOUR LOADS f.OR ZONE ,· ZONE Name: DESIGN COND;rTIONS '' ,-----------.----- ·Peak Hour~· J;:ndoo, Conditions; Oqtdoor Conditions: ,LOAD COMPONENT --------.------------ ·Wall Condu.ction · w·indow Conduction· D·oor Conduction Roof Conduction s.kylight Conduction Floor Conduction . Slab Conduction Interio,· Conduction Infiltration. Solar Ga'i n · Lighting_ Rec·eptacle . Process Occupants Heat,ing Airflow: Cooling AirFlow: 1st Fl.Office/Entry COOLING· HEATtNG. SENSIBLE LATENT ----~----------------------- Jan 12am Jul 5pm · 70 F DB 78' F D'B 50 :z C) RH · 38 F DB 82 F DB 67 F WB Quantity Btu/hr Btu/hr Btu/hr --------· ,. __ ___ _...:, ___ --------------- 219.0 sqft 5754 3016 376.0 sqft 14318 806 O.Q sqft 0 0 0 .'0 sqft () 0 0.0 sqft 0 b 0 .. 0 sqft 0 0 216.0 sqft 3735 o· 345.Q sqft · 432 58 0.5 AC/hr ' 559. 70 65 376.0 sqft 0 9204 288.0 watts 0 849 216.0 watts 0 737 o.o watts 0 Q 1.5 ocos 0 385 385 ----~--_____ .. ,.,._ -----~- ZONE LOA·Ds 24797 15125 450 24797 Btu/h-r / [1. 08 X' 15125 Btu/~r / [1;Q8 x 35 F DeltaT )J = 23 F Oe l ta T )l = 657 cfm 610 cfm ·. ZONE HEATING & COOLING LOAD SUMMARY page 22 of 33 --------------·-------------------.. -.--.-------------------------------· P,.oJect Name: Tenant -Imp'f'.'ovement D~cumentation: DEL~ CO. lDate: 12/2/1997 I I :coMPLY 24 User 1712 ----------~---------------------·-----~ -.-----. ----------------------- SUMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name~ DESIGN CONDITIONS ____ .,............, ___ ,........, _____ .,. __ -"' ..... ___ Peak· Hour~ Indoor Conditions: Outdoo, Condi tio-ns: LOAD COMPONENT Quantitt -----------------. ----------- Wall Conduction 0.0 sqft . WI ndow Co-nduction 0 .. 0 sqft. Door Conduction o.o sqft Roof Co-nduction 0.0 sqft _Skyl_lght Conduction 0.0 sqft Fioor Conduction 0.0 sqft Slab Condµction 238.0 sqft Interior Conduction 0.0 sqft I.nfil tration 0.5 AC/hr Solcff Gain 0.0 sqft Lighting 144.0 watts Recep-tac 1 e . 238.Q watts P,oc;:ess o.o .watts Occupants 1.7 occs_ ZONE· LOADS 1st Fl. Front Storage COOLING HEATING SENSIBLE LATENT ----~~---. ___ .., .... __ ------ Jan 12am .Jul 5pm 70,·F DB 78 F DB 50 % RH 38 F DB 82 F DB 67 F WB Btu/hr Btu/hr Btu/hr -------______ .,.;,.,_ -------o. 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 616 77 71 () 0 0 491 0 812 0 0 0 424 424 --~--,---------------- ·616 1805 496 H?ating_ Ai,F.l.ow: Cooling Airflow; 616 Btu/h, / [1.-08 X 1805 Btu/hr/ [1.08 x 35 · F Del taT )] 23 F DeltaT )] :::: 16 cfm 73 cfm ZONE HE,ATING & COOLING lOAb SUMMARY ·page 23 of 33 ·----,--. ______________ ....... __________________________________________________ _ ,. Pi,O j eot ·Name: Tenant I ffiPi oveme nt Pocum~ntation: DELL co. ' . :Date: 12/2/1997 I I :coMPLY 24 Usei 1j12 --------------------------------------. -------------------------------- SUMMARY .OF PEAK HOUR LOADS FOR ZONE ZONE Name: DESIGN CONDITIONS -------------------Peak Hour: Indoo1 Conditions: . o.utdoor Coridi tions: LO.AD COMPONENT Quantity ~---.--------------~-------------Wall Conduction 0.0 ::::qft ·t,Ji nd0w Conduction ·O .O sqft Dooi Conduction 0.0 sqft Roof Cohduction 0.0 sqft Skylight Conduction 0.0 sqft F loo0i Conduction 0.0 sqft Slab Coriduotion 321.0 sqft Interioi Conduction 0.0 sqft 'Infilt,ation 0.5 AC/hi Solar Gain 0.0 sqft Lighting 230.0 watts Receptacle 321.0 watts Pibcess 0.0 watts Occupants · 2.2 occs ZONE LOADS 1st Fl·. ·RR/COiiidoi COOLING HEATING SENSIBLE LATENT ---..:.....---'f ............. __. ........................... _ ------ Jan 12am jul 5prn 70 F DB 78 F DB 50 ~ C) RH 3$ F DB '82 F DB 67 F WB stu/hi Btu/hi Btu/hi ' ------------------"'!'!"-- 0 0 0 0 O' 0 0 0 0 0 0 0 0 0 0 0 831 104 96 O· 0 0 784 0 1096 ·o 0 0 572 572 -------.. _______ --------- 831 2556 668 He~ting AiiFlow: ·cooling Airflow: 831 Stu/hr/ (1.08 x 35 F DeltaT)J = 2556 Btu/hr I (1~08 x ·23 F OeltaTTI = 22 cfm 103 cfm ZONE HEATING & COOLING LOAD SUMMARY page 24 of 33 ' . ----· _, ------------·-~-------~+--, __ . _______ --.· -----------------------·--- Project Name: Tenant Improvement Documentation: DELL CO. ' ' :Date: 12/2/1997 . • I I :coMPLY 24 User 1712 ____ ...... _ ... ____ --· ----------------------' _.., ______ -................................. ---·------------------... ------ $UMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: DESIGN CONDITIONS -------------------Peak Ho1.,.1r: Indoor Co,ndi tions: Outdoor Conditions: ·LOAD COMPONENT ----· --. -------------:wall Conduction Window Conduction Do.or c;:o.nduction Roof Conduction Skylight Conduction Floor .Conduction $lab Condl,J.ction InteYior Conduction Infiltration Solar Gain · Lighting Receptacle ·proc-ess Occupants Quantity 7·50.0 s~ft 70.0 sqft 0.0 sqft o.o sqft _o.o sqft 0.0 sqft 1453.0 sq-ft 520.0 sqft 0.0 AC/hr 70.0 ~qft 864.0 watt.s 1453. 0 vJat ts . 0 .0 ~-Jatts 10.2 occs ZONE LOADS 1st Floor Back COOLING -HEATING SENSIBLE LATENT Jan 12am 70· F DB ,38 F DB Btu/hr 19704 2666 0- 0 0 0 5159 · ~-s1 0 0 0 0 0 o· 28180 Ju.l 6pm 78 F DS 50 % RH 81 F DB 67 F t,JB Btu/hr Btu/hr 11454 123 0 o· ·o 0 0 87 0 4063 2620 4959 o· 2591 25896 2591 2591 ·Heating Air'Flow: Cooling AirFlow: 28180 Btu/hr / [1 .08· x 35 F Del taT )] = 747 cfm 25896 Btu/hr/ [1.08 x 23 F DeltaT)] = 1044 cfm , Z0N~ HEATlNG & COOLING LOAD SUMMARY page 25. of 33 , ___ ----· ---, _______ _ -----------------------------------------------. .,. Project Name_: Tenant Improvement Documentatio~: DELL CO. :Date: 12/2/1997 I I :coMPLY 24 User 1712 ----. _'?""".,__.,._,_ ________________ , ______________ ---.. --------. --------------~--.. ---.. ---- SUMM'ARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: Df;SIGN C-ONDITIONS -·-"""---------__________ ... __ Peak Hour: Indoor· Co,r,di tions: outdoor Conditions: 1-OAD COMPONENT Quanti t,'. ~ --· -------------------·-----,- Wall Conduction 0.0 sqft Window Conduct.ion 0.0 sqft Door Conduction 0.0 sqft Roof "Conduction 606.0 sqft Skylight Conduction OwO sqft' Floor, Conduction 0.0 sqft Slab Conduction 0.0 sqft Interior-Conduction o.o sqft Infiltration 0.0 AC/hr Solar Gaiii · 0-.0 ·sqft L,i.ghti ng 864.0 watts Rece:Ptacle 606.0 watts · .. Pre>cess 0.0. i-.Jatts Oc9ui=;a nts 6.1 OCC:2:i ZONE l.OADS 2nd Fl.Ext. Demo/Disply COOLING HEATING SENSIBLE LATENT '' -~-----______ ,....,. __ -.. ___ .,. __ , J,i:',lll 12am Jul 5pm 70 F' DB 78 f DB 50 %: 0 RH 38 F DB 82 F DB 67 f t,JB · .Btu/hr Btu/hr Btu/hr --------------------- 0 0 0 0 O· o, 795 593 0 0 'O 0 0 0 0 0 0 0 0 0 0 2949 0 2068 0 0 0 1545 1545 --------------______ .. _ 795 7155 1545 Heating Airflow: Cooling Airflow~ 795 Btu/hr · / [1 .0.8 · x 35 f De.l taT )] :::: 7155 Btu/hr/ [1.08 x ·23 F DeltaT)] = 21 cfm 289 cfm • ZONE HEATING & COOLING LOAD SUMMARY page 26 of 33 ' ----_, _____ -____________ ..._ _____ . ----------------------------------·--,--------- ~ Project Name: Tenant Improvemert Docu~entation: DELL CO. IDate: 12/2/1997 l ' I :coMPLY 24 User 1712 ------------------------------. ------------------------------------------ . SUMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: P.ESIGN' CONDITIONS ~-.-------------, - Peak Hour.: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT --------~~-----,------ Wa,11 Conduction ~J.i ndow Conduct io·n Door Conduction R6of Conduction Skylight Conduction Floor Conduction slab Co,nduction Interior Conduciion Infiltration Solar Gain Lighti,ng Receptacle Process Occupants Quantity 921.0 sqft 105.0 sqft o.o s-qft 737 .o sqft 0.0 sqft ·216.0 sqft 0.0 sqft .o.o sqft 0.0 AC/hr 10s· .o sqft 1008.6 watts 737.0 watts . O .b ~\latts $ .2, occs ZONE LOADS 2nd Fl. Ext. Office COOLING HEATING SENSIBLE LATENT -,+ ..... --.. -- Jan 12am 70,. F-DB <38 F DB Btu/hr 24197 3998 ·o 967 0 509 0 0 0 0 0 0 0 0 '· 2967,2 Jµl 5pm 78 F DB 82 F DB 50. % RH 67 F 'WB Btu/hr Btu/hr 16644 268 0 674 0 46 0 0 0 7176 3439 2515 0 1314 1314 --------__ ....,,. __ ...... _ 32077 1314 Heating Airflow: Cooling Airflow: ·29672 Btu/hr / [1 .08 ><· 35 F Del taT )] = 786 cfm 32077 Btu/hr/ t1.Q8. x 23 F DeltaT)] = 1293 cfm ZONE HEATING~ COOLING LOAD SUMMARY page 27 of 33 --------: ---------------------~ .--·---, ---------------.------------- -~ PYoject Na~e: Tenant Improvement Documeritation= DELL CO . :oate: 12/2/1997 I I :COMPLY 24 User 1712 • _ .. _....,i ___ ---------_..,.. • ' --.----. _.,."l" ______ , ... 1-"' ·--,-------•• ---------------, -------------- SUMMARY OF PtAK HOUR LOADS FOR ZONE :ZONE Name: DESiGN CONDITIONS ' . ....,.1. ---' ,_. ----. • ----- Peak Hour: Indoor Conditions: Outdoor· Conditions: LOAD.COMPONENT Qu}~rnti ty ---. -----------. -----------------Wall Conduction 0.0 sqft Windo~ Conduition 0.0 sqft boor Conduct.ion 0.0 f$qft Roof Condw-ction 532.6 sqft S.kylight Conduction (). 6 sqft Floor Conduction 0.0 sqft Sl.ab Conduction 0.0 .sqft. Interior Conduction 0.0 sqft Infiltration -0. 0 .AC/hr Solar Gain .0.0 scift . Li~thti ng 302' .o wa'tts . .Receptacle 532.0 watts Process 0.~0 watts Occupa_nts 3.7 occs ZONE LOADS 2nd Fl~Int. RA/Corridor COOLING HEATING SENSIBLE LATENT ---------------__ ....,;. ___ J -$l n 12am Aug 3pm 70 i=' DB 78-.F DB 50 % RH 38 F DB 83 F DB -68'F WB Btu/hr · Btu/hr Btu/hr ____ ......,._.;.,.., -..,....-~---------- 0 0 0 0 0 0 698 763 0 0 0 0 0 0 0 0 -·o 0 Q 0 0 1031 0 1816 ·0 0 0 949 949 ~-----------.... --.. _______ 698 4558 949 Heating AlrFlow: Cooling Airflow: 698 Btu/hr/ [1.08 x 35 F DeltaT)] = · 18 cfm 4558 Btu/hr/ [1.08-x 23 F DeltaT)] = 184 cfm •. ZONE HEATING & COOLING LOAD SUMMARY page 28 of 33 ~ ~----------------~--------------------~---------------------------------• Project Name: Tehant Improvement Documentation: DELL CO. :Date: 12/2/1997 I I .: COMPLY 24 User 1712 . . _..._ .. _______ ....,. __ .,.W ____ ,., __ .. ..., __ _.,.__......,......,......,.-... ........ ,..,.,.. __ "WN, __ ._........, • _ ....... ,,.._,........,,_ ..... __ .. __ .......,.._., ...... .,.... __ ...,..,_....,. ________ .. ..,._...,... ,..,....., ... .,..,., $UMMARY OF PEAK HOUR LOADS FOR ZONE Z-0NE Name:. DESIGN CONDITIONS ----------------- Peak Hour: Indoor Conditions~ Outdoor Conditions: l0AD COMPONENT Quantity -.--~------~---------. -------------Wa'll Conductio,n 0.0 sqft Window Conduction o.o sqft Door Conductio·n 0.0 sqft Roof Conductio,n 354,0 sqft Skyli.ght Conduction · 0 .0 sqft Floor Co·nductiol"I 0.0 sqft Slab Conduction 0.0 sqft Interior Condu.ction 0.0 sqft Infiltration 0.0 AC/h-r Solar Gain 0.0 s.qft Lighting 576.0 watts Receptacle 354.0 vJatts Process 0.0 watts Occupants 2.5 6ccs ZONE LOADS . ' 2nd Fl.Interior Lab COOLING HEATING SENSIBLE LATENT ---;-------........ -------.._ ................ ___ Jan 12am Aug 3pm 70 F DB 78 F DB 50 .,, ;.; RH 38 F DB 83 F DB 68 F' WB Btu/hr Btu/hr Btu/hr ---------------------- 0 0 0 0 0 0 464 508 0 0 ,0 0 0 0 0 0 0 _, 0 0 0 0 1966 0 1208 0 0 0 631 631 -'""-------.,._.,,· ................... ---~---- 464 4313 631 Heating (:lir"Flo·w: Cooling Airflow: 464 Btu/hr ·;· [1.08 X 35 F Del taT )] = 4313 Btu/hr/ [1.0S x. i3 F DeltaT)] = 12 cfm 174 cfm :. • ZONE HEATING & COOLING LOAD SUMMARY page 29 of 33 ·; -------_____ , --~-------------------YJW----------_____ w.,1 _________ ' ---'------------ • PrciJect Name: Tenant Il"nprovement .Documentation: DELL CO. : Date: .12/2/1997 I I :coMPLY 24 User 1712 __ .. _________ _,,_ ....... _ -------______________ .. _______ ----.. --------,-------------.............. _ ... _ ............ ~--.................. SUMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: DESIGN CONDITIONS ---------------. -- Peak Hour: ·Indoor C:onditions: Outdoor Co-i1di tions: LOAD COMPONENT Quant.ity ·. ---. ----------------------------Wall Conduction 288.0 sq.ft Wi ndollJ Conductio·n o.o sqft Door Co:nduction o~o sqft Roof Conduction 395.0 sqft . Skylight Conduction 0.0 sqft Floor Conduction 28.0 scift Slc;tb Conduction 0.0 sqft Interior Conduction 738.0 sqft. Infiltration ·0.0 AC/h1 Solar Gain 0.0 sqft Li.g.hti ng 576 .O· watts Receptacle 395.0 watts Process 0.0 watts Occupants 2,8 occs ZONE LOADS 2nd Fl.Interior Office COOLING HEATING SENSIBLE LATENT __ _._ .. _ ---_.,. _____ •w,v __. ............................ __. Jan 12am Aug 3pm 70 F DB· 78 F DB 50 % RH .'38 F DB 83 F DB 68 F WB Btu/hr Btu/hr Btu/hr __ .....,. ____ --------_____ _,.,_ 7567 3207 a 0 0 0 518 540 o· 0 66 5 0 0 1234 165 0 0 0 0 0 1961 0 1348 0 0 0 704 704 --, -----~ ----------.......................... 93$5 79~0 704 · He~ting Airflow: 9385 Btu/hr / [1 .08 >< · 35 F Del taT )) = 249 cfm 320 cfm Cooling Airflow: 7930 Btu/hr/ [1.08 x 23 F PeltaT)J ,,. Bryant ,IIUD Air Conditioning DESCRIPTION Mqdel-6q5A is our latest generation of packaged.heat pumps for manufactured housing, residential, and light commercial appli- cations. The model 655A design is the result of our firm com- mitment to the development of the finest comfort systems modem technology can offer. Our commitment is backed by our advanced engineering, testing, and research laboratories - and our wealth of practical experience. Model 655A is designed in one basic cabinet size and features a round. side-by-side duct configur.ation' on sizes 018-048. Rect- angular duct configuratipn is provided on the 060 size only. FEATURES FACTORY-ASSEMBLED PACKAGI;: is a compact, fully self- contained, heat pump unit that ,is prewired, prepip.ed, and pre- charged for minimum installation expense. 655A units are available in a variety of standard sizes with volt- age! options to meet residential and .Jight commercial require- ments. Unit installs easily on a rooftop, or a ground-level pad. The optional base rail provides an elevated base. CONVERTIBLE DUCT CONFIGURATION on the 655A is de-, signed for easy use in either downflow or horizontal discharge applications. , HIGH,EFFICIENCY DESIGN with SEERS ($easonal Energy Ef- ficiericy Ratios) up to 10.1 and ,HSPFs (HE!ating Seasonal Per- formance Factors) of up to 7.0. DURABLE, DEPENDABLE COMPRESSORS are designed for high efficiency. Each compressor is hermetically sealed against contamination to help promote longer life and dependable op- eration. Vibration isolation provides quiet operation. Reciprocat- ing or scroll compressors. are used. Compressors have internal ·high-pressure and overcurr.ent pr6te9tjon. DIRECT-DRIVE MVLTISPEED, PSC (permanel'\t split cap.ici- tor) BLOWER MOTOR is standard on ,all models. DIRECT-DRIVE, PSC OUTDOOR-FAN MOTORS are designed to help reduce energy consumption and provide for cooling op- eration down to 40 F. REFRIGERANT SYSTEM is designed to provide dependab:i1ty Liquid refrigerant strainers are used to promote clean, ur.re- stricted operation. Sizes 018 through 042 include an accumu- lator (unnecessary on 048 and 060 sizes, which feature scroll compressors). All units feature a proven-reliable revers,r,g valve. Each unit leaves the factory with a full refngerant charge Refrigerant service connections make checking operating pres- sures easier. CRANKCASE HEATER (sizes 018 through 042) reduces start-up wear by keeping lubricant at an optimum temperatu:e Not required on scroll compressor models (048 and 060). INDOOR AND OUTDOOR COILS are computer-designed for optimum heat transfer and cooling efficiency. Outdoor coil ,s 'ao- ricated of copper tube and aluminum fins and 1s located ,r.s,ce the unit where it is protected against damage for iong !1fe ano reliable operation. Copper fin coils are also available by spec:a! order Triese :::o!ls are recommended in applications where alurr.1num i:ns are likely to be damaged due to corrosion, for example, seacoas: installations. WEATHERIZED CABINETS are constructed of heavy-dvi;I. phosphated, zinc-coated prepainted steel capable of withstand- ing 500 hours in salt spray. Interior surfaces of the indoor corr.- partment are insulated with aluminum foil faced 1nsulat1on w help keep the conditioned air from being atfectea by the oc:tao::r ambient 'temperature. (Conforms to ASH RAE 62P.) Slo;Jec cor,- densate pan permits an external drain LOW SOUND RATINGS ensure a quiet indoor and ou1dcor en- vironment with sound ratings as low as 7 8 bels EASY TO SERVICE CABINETS provide easy access1b1l1ty \o serviceable components during maintenance and 1nsta!lat1on Rounded corners are an important saiety feature. and a h:g,,- quality finish ensures an attractive appearance OPTIONAL BASE RAIL UNITS provide holes for ngg1ng ana handling as well as an elevated mounting frame that gives ao- ditional structural support to horizontal applications ROUND DUCT CONNECTIONS provide easy 1nstallauon for manufactured housing. DOWNFLOW OPTION UNIT is converted for oownflow at t:-ie factory for easy vertical ductwork connections FACTORY-INSTALLED OPTIONS DESCRIPTION AND USAGE Unit With Base Rail -Unit has rigging holes and an eleva,eo mounting frame. SUGGESTED USE. • Rigging holes to provide greater ease 1n handling Frame to provide greater structural support for horizontal appl1cauons Downflow Option -Unit is shipped configured tor downllow application. \_)nit is equipped with base rail. SUGGESTED USE: To provide easy vertical ductwork connections. Form No. POS 655A. 18 28 MODEL DESCRIPTION .. . • ; 655 A N X 024 AB A D Model No. 655 -Single Package Heat Pump Efficiency A -1 a.a s.EER V-Ph-Hz N -208/230·1-60 P -208/230-3-60 E -460-3-60 N/A ARI" CAPACITIES Indoor Fan Motor Horsepower D -1/4 hp F -1/2 hp G -3/4 or 1 hp Options A -Standard B -Base Rail C -Downflow with Base Rail Series Nominal Cooling Capacity 018 -1 1/2 Tons 042 -3 1/2 Tons 024 -2 Tons 048 -4 Tons 030 -2 1/2 Tons 060 -5 Tons 036 -3 Tons PRELIMINARY COOLING AND HEATING CAPACITIES AND EFFICIENCIES NET COOLINGt UNIT NOMINAL STANDARD 655A TONS CFM CAPACITIES · AT 95 F (Btuh) 018 1'/2 675 19,000 024 2 750 24,000 030 21/2 1000 2S,000 036 3 1270 35,600 042 31/2 1390 40,500 048 4 1575 47,000 060 5 1995 57,500 LEGEND Bels -Sound Levels (1 bel = 10 decibels) COP -Coefficient of Performance DOE -Department of Energy HSPF -Heating Seasonal Performance Factor SEER -Seasonal Energy Efficiency Ratio • Air Conditioning & Refrigeration Institute. SEERt 10.0 10.0 10.0 10. 1 10.0 10. 1 10.0 NET HEATINGt COPt NET HEATINGt COPt SOUND CAPACITIES CAPACITIES (at 47 F (at 17 F (at 17 F HSPF RATINGS .. AT 47 F (Btuh) · Btuh) Btuh) Btuh) (Bels) 17,800 2.9 9,300 1.7 6.6 7.8 23,600 2.9 12,000 1.8 6.7 8,0 29,400 3.0 15,000 1.8 6.8 8.0 35,400 3. 1 17,400 1.8 6.8 8.0 40,500 3.1 21,000 1.9 7.0 8.2 47,50Q 3.1 27,200 2.0 7,0 8.2 57,000 3.2 32,000 2.0 7.0 8.2 tRated In accordance with ARI Standard 210/240-89 and/or u S Government DOE test procedures. .. Rated in accordance with ARI Standard 270-84. OUTDOOR SOUND: ONE-THIRD OCTAVE BAND DATA -DECIBELS FREQ. UNIT 655A Hz 018 024 030 036 042 048 060 63 40.j 49.6 46.8 47.6 50.0 53.2 54.3 125 55.2 60.1 61.3 62.1 64.7 65.4 65.1 250 64.9 70.1 70.5 70.4 70.4 74.5 71.5 500 65.3 68.3 69.2 69.0 69.9 74.3 72.7 1000 71,2 72.6 74.1 72.2 75.3 75.2 73.9 2000 69.0 69.4 70.0 71.1 73.8 72.6 73.4 4000 64.7 67.8 68.9 70.3 75.1 68.6 71.J ... 8000 59,8 60.9 64.0 63.9 69.2 61.2 66.3 3 " SPECIFICATIONS 018, 2 825 10 9 675 11,, 3 ... 15 1.83 1700 850 18 '.k 2, ... 17 5.65 Thrbwaway 20 x-20 ·operating ch.arge listed on unit nameplate. tRecommerided field-supplied filters are 1 in. thick .. 024 ...... 3 1025 10 9 800 11,, 3 ... 1-5 2.29 1900 HiSO 18 11,, 2 ... 17 5.65 20 X 20 0_30_ 3 1025 10 9 1000 ''3 3 ... 15 3.06 ¼ 2 ... 17 5.65 20 X 24 036 3 1100 10 9 1300 "2 3 ... 15 2.70 2.,.17 6.70 24 X 24 042 048 060 2 2 2 1100 1100 1100 10 10 11 9 9 9 1400 1600 1995 3/, 3J., 1 3 ... 15 3 .. 15 4, 15 3.60 4.50 4 50 1900 2400 2400 1050 1050 1050 20 20 20 '/, 'b fJ 2 .. 17 2 17 2 1 7 6.70 8.20 8.20 24 X 24 24 X 30 I 24 X 30 SELECTION PROCEDURE DETERMINE co:ouNG AND HEATING REQ.UIRE- MENTS AT DESIGN CONDITIONS. Given: Required Cooling Capacity (TC) .......... 28,000 Btuh Sensible Heat Capacity (SHC) ........... 20;500 Btuh Required Heating Capacity .............. 28,550 Btuh Outdoor ~ntering-Air Temperature ... , .... , ...... 95 F Outdoor-Air Winter Design Temperature .......... 2Q F Indoor-Air Winter Design Temperature .... : ...... 70 F Indoor Entering-Air Temperature ............ 80 F edb, 67 F ewb Indoor-Air Quantity .................... ., .. 1125 cfm External Static Pressure ............ , . , .. b.40 in. wg Electrical Characteristii;:s (V-Ph-Hz) .......... 230-1-60 edb -entering dry ·bulb ewb -entering wet bulb II SELECT UNIT BA~ED ON REQUIRED COOLING CAPACITY: Enter Cooling Capaci.ties ·table at condenser entering tem- perature of 95 F, indoor air entering at 1125 t;:fm and 67 F ewb (entering wet bulb). The 655A030 unit-will provide a total cooling capacity of 29,300 Btuh and a sensible heat capacity of 22,100 Btuh. For indoor-air temperature other than 80 F edb (entering dry bulb), calculate sensible heat capacity correction, as required, using the forml,Jla found in Note 3 follpwing the cooling capai;:ities tables. NOTE: Unit ratings are net capacities. Ill SELECT ELECTRIC HEAT. Enter the Heating Capacities table, page 13 at 1125 cfm. At 70 F return indoor air and 20 Fair entering outdoor coil, the integrated heating capacity is 14,900 Biuh. (Select integrated heating capacity value since deductions tor outdoor-coil frost and defrosting ha Ve already been made.· No .correction is required.) 9 The required heating capacity Is 28.550 Btuh Tnere'.8,e 13,650 Btuh (28,550 -14,900) additional e!ec:nc hea, s required. Determine additional electric heat capacIry In kW 13,650 Btuh = 4.0 kW of heat reauIred 3414 Btuhil<W . Enter the Electric Heater Packages table on page 19 :c · 208/240 v, single-phase, 655A030 unit. The 5-kW hea:e: at 240 v most closely sa!Jsfies the heating required. To cai- ·Culate kW at 230 v, multiply the heater kW by mult1pl:ca,icr factor 0.92 found in the Wat1age Multipl1cat1on Fac::rs table on page 21. 5 kW X .92 = 4.6 kW 4.6 X 3414 = 15,704 Btuh To calculate kW at 208 v, see note below Electr:c Hea:e' Packages table on page 19. Total unit heating capacity Is 30,604 Btuh ( 14 sec + 15,704), IV DETERMINE FAN SPEED AND POWER REQUIRE- MENTS AT DESIGN CONDITIONS. Before entering the air delivery tables. calculate :he tcta. static pressure required. From the given, the Ac:::essor:, Electric Heat Pressure Drop table. the Wet Coil Presst.:re Drop table, and the Filter Pressure Drop table. lino External static pressure o 40 In wg Filter o i1 ,n ,.,~ Electric heat o 04 In, w; Wet coil O 11 in· wq Total static pressure 0 66 In wg Enter the table for Dry Coil Air Delivery -Horizontal C:·1s- charge on page 16 at 1125 c1m and 230-v high speea Sy interpolation, the standard motor will deliver 0.66 ,n wg static pressure. This will adequately adequately handle ;oc requirements.