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HomeMy WebLinkAbout2290 COSMOS CT; ; CB880648; PermitDECLARATIONSrGRANTING OF THIS PERMITC c 2 C C ZVFTCcFT Zrrr CT 1rr r>to1 sV^ CD •DI Ozm D LENDER WORKERS COMPENSATION OWNER/BUILDERLender s AddressKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS CCSTSAND ^LICA^J^^NAJXJRE 4^, ^y/ OWNER O CONTRACTOR D-aT)D (\| 1 15 n - Sls|o°oSn ? f ? o i 2 S 2 j11 fiff flfiHi Hirj\ cj o —E CAREFULLY EXAMINED THE COMPLETEDIFY UNDER PENALTY OF PERJURY THAT AARATIONS ARE TRUE AND CORRECT AND 1 FEiD TO COMPLY WITH ALL CITY COUNIY AN0 3 r~ ?UllTIO N AND PERMITRMATION HEREONCERTIFY AND AGRLAWS GOVERNIN0)mz£ F>?° 0 t) § O §3 * I z T rn -< £2gg>[IJjf n Every permit issued by the Builcexpire by limitation and becomeby such permtt ts not commencecif the building or work authonat anyjitrTtrqner the work is conmg Official under thenull and void If the1 within 180 days fromted by such permitnmenced for a period:>rovisionso'thissuiidmg or workthe date of suchs suspended orot 180 davs* ||S REQUIREDMOLITION Olft 3 STORIES/FOR EXCAVATIONS OVE1 CONSTRUCTION OFN HEIGHTB >i o TOTAL FEES PAYABLEN CREDIT DEPOSIT'S ^v tf X Tt MP OCCUPANCY (3D HAYS) |^ orn3)0CO _~u0o •s. 3)Om3;m3;nc: -n X 10 COCOO CJ1 to UDno CT 1 -X-o Omz COm H X Vi i- CDO O o CD 0 CO f;i mCCi—OCD1 3D CDm CL? \ -£ac1i | zCD -\ OOCO— 1 -n CO oo o 0oo0 COOOCO « 2mOcc s o —1 v ~n CO ro 00 O Soo COCOCO 8 oHELECTRICAL PERMI—icm ( $\t O O 3 m IO „ m C/3 ';:H P V^ 1 — md m CD DO CDcr COcnCD CO 0 CDO 0o CO CD 1h^lfl | 'iNiiiwrrid ivioi\ ; a r> z o C; j: | -aCIO3 0 -n 0 r— CO CO CD CO CD CDCD CDO CO CD FIRE SPRINKLERS 001 80 CDO 0CD CO X >X.13Og ODO m m —i A T STRONG MUilON cCO CD U"1 tD toro COCO 8 -HTlt/:OIT*RELOCATI^yajwa^ovNanj VB jo NCcoor— 33 0O CO O CDO oo rocn for this reasonEACH VACUUM BREAKER j**MECH EXHAUST HOOD/DUCTS .^^O)^MOBILEHOME 00Co O oo Co ro !!ltlrp f Bill!VEACHINSTAL ALI ER REPAIR WATER PIPE^ m Z Z Z CD CD r> J mn CDCD CC CD CDO 0CD CO (ND | mr;IooooCOTlsu-cXscn:m METAL FIREPLAOm m — i CDCD CC O 0oo0 COroroCO 1 mcr:COCOCOm0crr—mC/i BOILER/COMPRESSOR 3 15 HPo c: CD CD OCD CO CD CD O 0O CO ro ? v.mnXs3Dmmm g BOILER/COMPRESSOR UP TO 3 HPO 0;*: CDCD CO 0 CDO g COCOto i N.EACH BUIlUINt; SEWER0,0 ^OVER 100000BTU">. -x. cn CD 1 8 CO o CD o0 CO r-o Hi, ISmXXcT!3D-D | ^ ZCO c 03 Z cro CO C. O o0 o0o DO —1cr sj r BUILDING PERMCDCD CO CD CDO o0 CO roO O -5 &PLUMBING PERMIT ISSUEp o MECHANICAL PERMIT ISSUJ>v\ \°10 0! .css•fc>^RY/ACCOUNT NUMBER/ _ -CENSUS TRACTPARKING SPACERFS UNITS0 NG PERMIT IS•D N DIfiCmD REDEVE LOPMENTAREA-D NOii n rO D < I 7 V)n 3 '^ a ^ za i m 4m C/3 rii \ "™ a••^. c M-\§0^1\\ < 1 1 1 /Vor !/«//</ Unless Machine CertifiedCONTRACTOR— PI 1 hereby affirm that 1 am licensed underprovlalona of Chapter 9 (commencing withSection 7000) of Division 3 of the Business•nd Profeaslons Code and my license is m_ full force and effect1 hererjy alfirm that 1 am exempt from the Con!ractor s License Law lor the following reason (Sec 7031 f)Business anrj Professions Code Any city or county whicn reauires a oerrmi to construct alter imp ove demolish orrepaif any structure pfiof to its issuance a so reoutres 'he appiicant lor such permit to file a siqneo s atement that he islicensed pursuant to the provisions o the ooifacior sLicense Law (Chapter 9 commencing wi h Section 7000 olDivision 3 ol the Business and Professions Code} or that is exempt therefrom and the basis lor the allegeo exemption Anyviolation of Section 7031 5 by an applicant lor a permit subjects the applicant to a civil penalty ot not more than live nundred dollars (S500iR^1 r-.-— ~ ' •" • - 'DESIGNER S ADDRESSSTATE LICENSE NO"- Si. Sn *3> z. < 0;r- „>J OUJ1 1 KsK- w fcsMl m o! i 3 S V) •9 5 M z>A - O ro an CO wo'-'OO.O c<-0H- SSf3 CO tto «tx 35rK ^i!'5! "" J'jS^, 1 °•^. zrr Vi 3) "V t/1 2m *1II -1o S 0r^ n i m V* raj cn \i orv m\S zv^ cn ^ I im i«i > s (>i[ ^N i <-CErC-aASSESSOR PARCEL NO , /c&3- &~rc>--yr1CONTRACTORX? X,^ jr -~ .I~~^\ —,..-s a.ffjtjSZJtJ r~1 CONTRACTORS PHONE «k^/ajL ,_im< X si o» \ mV &\ 0^1>pJ>Ji^ -1w ' cn 0331OcnzO o N^ H ^J T r " 6 BUSINESS LICENSE ttVALUATION/, ?>£)£> OG4.->^^^^CARLSBAD BUILDING DEPARTMI2075 Las Palmas Dr , Carlsbad, CA 92009-1915 (619)=4N8T1161 APPLICATION & PERMITCOm00imZO003Dmf/ic/>JDO TJ H O :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATKZ White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONS&^BUILDINGC~-Sv^Jsc*****^^^<*X O'•s<s*_~«»^S :,/ - 21>2C3sr-•v^^**"i^s\ " •ELECTRICAL.v )•"\ -PLUMBING i•nz '; ^•**nc/iarr3s<rr[>ULrrrr2^ftJC«?rrC CALL FOR FINAL INSPECTI10,>^•^1__!i'm;*)3b.1 p^-p~l1^:i>1T3I'D33-D33SS ( >**!-* ^VENTILATING SYSTEMS ;«*?\^F rf ••HEAT — AIR COND SYSTEMSi—LN.'C?^11 i"s'".f i D0TJ1"n33m^nTJ^ZOp'^v^\ ' .- . , 1 ^m^X>z5>r>\^s i D BONDING D POOL..D ELECTRIC SERVICE D TEMPO33as-</5 •X! S r *< -f '.>ROUGH ELECTRIC :^r>f^.\^ ^ 1 1 -D ELECTRIC UNDERGROUND D1cT|m31^^( > ' *ELECTRICAL :'" - "* •D WATER HEATER D SOLAR W/>"rn33 i'• ^. \ OCOHmenT:•n^> yi ? •TUB AND SHOWER PANOTJOcHD|HmD—im33.icrT^O>n i ^ -•• ctIr£c»cK<<3r[<;rD*sS^^5<j*£S\P5nD3DED\>0n:>HnD:>\i&r•*,\aHW -•f ' aCOmm33-z.DDOCaoo•^~-I—iCO J3 ENGTHf PLUMBING~~*--mr—O m D Zo ' S 'o02f>m rn - r3CarPC:<<3rr13oHH Z0 D ZTJ D PHn05D>-{C»3D>^>^ccf 1INSULATION^ "0» nn> C/3) ^i m 1 COrno EXTERIOR LATH1^O wTJ C^ro ^§-*c y. r- O02n m—im i „ • ,- -, x i FRAME•Sv»-t;**<6C2c ^ Z zCfT SHEATHING D ROOF D SH5>33^yMP*T)33OH 0 COCD-n33maTlO033nomzO;^COOenO O T3r" Z0m -GUNITE OR GROUT-^en PECTIOZ O133m m00 ^m ^0 >2 TJ ^~n ^ §^>° CO D Hm i *< Z>|1 0n-C ^DrC 0•rC Jr CTnC C c/ 2 CY Trrr C X v z0 —min 3n213Cncannr Dn 3 Dn3 0 1 •) > 0 3n5 H )P 5 > , 3]»3)13)1] /FOUNDATIONTlmf—O -7 JSPECTIO ^ JJ JJ O BUILDINGS. TJmo}>mzSPECTOR / f^\_J^rx>LKiO^-J^(/"v : ' DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS Ca$,X4<L ASSESSOR'S PARCEL NO PLAN ID NO ' 1- OWNER C-e>. OWNER'S MAILING ADDRESS CONTRACTOR'S MAILING ADDRESS CITY ZIP TEL IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL r-i '— ' 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WO*RK i 2 STRUCTURAL CALCS DATE GIVEN/ SENT TO APPLICANT DAT£ CONTACT PERSON 3&/? 5 Ct-LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY ZIP TEL P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE White File Yellow 'Applicant Pink Finance Gold Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON. CONTACT TELEPHONE. DATE 11-21-t 2290 Cosraios Ct .UNIT NUMBER NUMBER OF UNITS PHASE NO Rich 431-9281 bidoi, enaiiTi. alan. fire. h2o INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED . 2-9 APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS '•- '••; Cai vVarer Djstffc tji.-iiy uepartment (619)438-3367 Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE. COMMENTS FINAL BUILDING INSPECTION 380648 DATE 11-21-88 2290 Cosmos Ct UNIT NUMBER COmm Tt NUMBER OF UNITS PHASE NO Rich 431-9261 bldg,er>oln. plan, fife, h2o ir^frlfWjkU\T INSPECTED V BY INSPECTED BY ^ DATE til^-sts*. IV3V INSPECTED (//OSff^S' APPROVED IA DISAPPROVED DATE INSPECTED APPROVED DISAPPROVED i . " if-' DATE INSPECTED APPROVED * DISAPPROVED Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE. DATE 11-21-i 2290 Cosmos Cfc so/mm T8 MBER OF UNITS PHASE NO Rich M31-9261 S3kkii.enciiira.83llaini.tfi re. INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire •:-i.**W--'""*£'4i"-'» PLAN CHECK NUMBER PROJECT NAME ADDRESS PROJECT NO TYPE OF UNIT CONTACT PERSON . CONTACT TELEPHONE. FINAL BUILDING INSPECTION DATE RECEIVED NOV 2 3 19! 11-21-86 2230 UNIT NUMBER C01J3JTJ NUMBER OF UNITS PHASE NO Uich ^n,h2o INSPECTED BY INSPECTED BY INSPECTED / (l DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: 29. tt. -JtoA/r// SET; /** Q APPLICANT PLAN CHECKER FILE, COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person! The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:_ V'- Date contacted: REMARKS :y»X Telephone T Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: -Z-Z 13 fbfo SET i CT ]FILE COPY QUPS [JDESIGNER R D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified E-euocjO are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. || The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise been completed. Person 5?licant that the plan check has imtacted: By : ESGIL CORPORATION For Enlorcsmen! Agency UM Only Documentation Autfw/rirm Data Reference in Construction Documents Checked By Dale Reference Constrjcii Documer Envelope Measures Certified insulaDon matenait per 2-5311{a) Insulation installed to mee! flame spread and smoke dersity requirements of 2-5311 (b) , Urea formaldehyde foam insulation n installedper 2-531 l(c) [] Retrofit insulation specified as per 2-5313 [ ] Air infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstnpping as per 2-5317 Lighting System Measures n (i Certified luminajres/batlasts per 2-5314(b) Independent control w/ enclosed areas per 2-5319(a). . Manual switching readily accessible per 2-5319(b). . . Reduction of lighting load to at least one half per 2-5319(c) Occupancy sensors or programmable bmers meeting CEC criteria may substitute f ] Separate switching of dayCt areas per 2-5319(d). [ ] Separate switching of display and valance lighting in retail and wholesale stores per 2-5319(h). . . f ] Automatic control of display lighting ii and wholesale stores per 2-5319{h) , in re tail n Tandem wiring of one- and three-tamp luminairesper 2-5319{i) ................ Daylighting and Lumen MaintenanceControls (when applicable) Uniformly illumination reduction to one-halfpar 2-5319(6)1 (I (1 (1 Flicker free operation and no premature lamp failure per 2-5319(e)2 Time delays to prevent undesirable cycling per2-5319(e}3 Step switching devices with separation betweenon/off settings per 2-5319(e}4 (1 II Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e)5 Manufacturer's instructions provided for installationand calibration per 2-5319{e)6 Proper installation of controls including sensor location, certification of mibal calibration and control of lummaires onry within daylit area per 2-5319{e)8 [] Visible or audble malfunction alarms per 2-5319{g) . . . Occupancy Sensing Devices (whenapplicable) f ] Flicker free operabon and no premature lamp failure per2-53l9(e)2 [ ] Time delays to prevent undesireabte eyeing per2-5319(e)3 I ] Visible or audible malfunc&on alarms per 2-5319{g). . . [] Limits on emissions per exceptions to 2-5319(e). . . . , HVAC and Plumbing System Measures Piping insulated as required by 2-5312 Certified HVAC equipment per 2-53 14(a) Certified plumbing equipment per 2-531^(a) _ .Heating and cooling equipment efficiency per 2-53t4{b). _ PflotJess ignition of gas appliances per 2-53U(c). . . . _ Automate controls for off-hours per 2-5315(a}1 _ Thermostat set point requirements per 2-5315(a). . . ._ Sequential control of heating and cooling per 2-5315(a}3 ._ Automatic exhaust fan dampers per 2-531 6(b) _ Thermostat controls (or each zone per 2-5315{b) . . . ._ Ventilation provided per 2-5316 and 2-5343 Heaters for domesbc hot water and/or pools per 2-5318 . Fvm S«vne<j September 1966 Only for nonresidential Pag..of ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: SET; JH. err 1 APPLICANT CHECKER jFILE COPY QUPS Pi DESIGNER I—I The plans transmitted herewith have been corrected where D D D necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the 3urisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: [| Esgil staff did not advise the applicant contact person that — plan check has been completed. Esgil staff did advise applicant that the plan(check has been completed. Person contacted; nlti 1 $i Date contacted: REMARKS: Telephone $ By: ESGIL CORPORATION r I Enclosures: CITY OF CARLSBAD PLAN CHECK NO. 88-648 III JULY 21, 1988 PLUMBING D14. Hose bibs not acceptable as floor draan trap primer per city. ENERGY - Application of the standards 2. Different contractors signed compliance statement and mechanical plans. The contractor who will in- stall equipment must sign the compliance statement. The owner must sign all copies of Form CF-1 Part 2. 4. Provide (on the plans) both original and TI CF-1 Forms for this project. Original CF-1 shows compliance with package B which requires economizers for HVAC equipment and lighting controls for daylighting. Form CF-5 not provided to show maximum lighting less than or equal to 1.5 watts per square foot. 5. Note on the plans that separate copy of Form CF-1 was retained by building owner to be passed on to future owners or tenants. 9. Provide a completed copy of Form MF-1 for require- ments of lighting system measures, Daylighting Main- tenance Controls and HVAC System Measures. If you have any questions, please contact G. Allen Angel of Esgil Corporation at (619)560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7^ <?- XX ~ APPLICANT JURISDICTION: C-fT^I ^F O*-/g d~-S g/?J2 (_JPLAN CHECKER ' QFILE COPY PLAN CHECK NO: 22 ~ °& 9^" SET: -H QUPSHDESIGNER PROJECT ADDRESS; ^^ 90 PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ,—| The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 2 -71 V || Esgil staff did not advise the applicant contact person that plan check has been completed. in Esgil staff did advise applicant that the plan check has been completed. Person contacted; MCTLlfi / Date contacted; /UJ Telephone # REMARKS: By; frfre &QL-l£tJT& Enclosures: ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 88-0648 JULY 8, 1988 REMAINING CORRECTIONS FROM THE ORIGINAL CHECK LIST 1. Each sheet of the plans including mechanical and plumbing plans must be signed by the responsible designer. 2. Use 5/8" type "X1 gypsum board on both sides of the corridor walls as well as ceiling to obtain one-hour fire rating. 3. See attached general plumbing -check list. _ 4. Existing energy design is still, not provided. Energy review cannot be completed until existing and new calculations are provided. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. GENERAL PLUMBING CHECKLIST - 1985 U.P.C. Drain System Clothes washers in groups of three (3) or more shall be rated at six (6) units each for the purpose of common waste pipe sizing. Section 403(b). Show slope of at least 1/4" per foot or two percent, or show justification for less slope, (1/8" per foot), to be approved by building official. Section 407. %. Drainage piping or vent piping is undersized for fixture or fixtures. Vents and Venting "~ Each fixture trap shall be provided with vent pipes. Section 501. fiM>e D&&IV& j^tujo&G -see. sthasr f-1^ The aggregate area of vent pipes shall be at least equal to cross-sectional area of that of largest building sewer. Section 504(a). Each vent shall terminate not less than ten feet from or at least three feet above window, door, opening, air intake or vent shaft, nor less than three feet in every direction from any lot line. Section 506(b). A Indirect Waste Piping, Wet Vented Systems and Special Wastes Any evaporative cooler or similar air conditioning equipment shall have waste drained through an air break into an open floor sink or another approved type receptor which is properly connected to the drainage^ j system. Section 601 (a). geJtse. verftLS mz/A -- MZ/B 73 vtitTe vusrj 8. Plumbing fixtures used for receptors receiving discharge of indirect waste shall be of shape and capacity to prevent splashing or flooding and shall be readily accessible in area in general use by occupants. Section 604. Vertical wet venting is limited to vertical drainage piping receiving discharge from trap arm of 1 or 2 fixture unit fixtures that also serves as a vent for not to exceed 4 fixtures. Section 613(a). Each wet vented section shall be a minimum of one pipe size larger than that required waste pipe of upper fixture or the sum of the fixtures, whichever is larger. Section 613(b). 06/10/88 Traps and Interceptors All fixtures shall be separately trapped. Section 701(a). One trap may serve a maximum of 3 compartment sinks or laundry tubs of same depth or lavatories immediately adjacent to each other. Section 701(b). 1/3. Each fixture trap shall have a water seal height between / 2" and 4" per Section 705. 14) Floor drains shall connect into a trap that can be readily cleaned, equipped with a backflow prevention device and be provided with means of maintaining their water seals. Sections 706 & 707. ~ Every private or public auto wash rack and/or floor slab used for cleaning machinery or machine parts shall be adequately protected against storm or surface water and shall drain into an interceptor (clarifier) approved for this use. Section 710. Provide grease trap from restaurant, cafes, etc. Section 711. Show flow control, capacity and vent. Also, obtain local Health Department approval. Plumbing Fixtures Baptisteries, ornamental and lily ponds, aquaria, ornamental fountain basins, etc. shall be equipped with backflow prevention devices. Section 906(a). Water Distribution Show backflow prevention devices on discharge side of all lawn sprinkling systems and hose bibs. Provide water line sizing calculations. Show water pressure, maximum developed length, number of fixture units and all pipe sizes. Section 1009 and Table 10-2. {>i (20) Show temperature and pressure relief valve for all water heaters and storage tanks. Show discharge to exterior or approved receptor. Section 1007(e) and (f). Building Sewers No rain, surface or subsurface water shall be connected to or discharged into any drainage system unless approved by building official, per Section 1102(b) and 304(b). Show all cleanouts, per Section 1107. 06/10/88 H. Fuel Gas Piping 26. Provide complete gas line sizing, calculations and plans, per Section 1219 and 1220. Show all equipment connected to system, input requirements, pipe lengths and pipe sizes required per Tables 12-1 and 12-3-6. Water Heaters and Vents r 2'4. Show source and required area/volume of combustion air for water heaters, per Section 1307. No water heater (gas) may be installed in any room used or designed to be used for sleeping purposes, bathroom, clothes closet or- in any closet or confined space opening into any bath or bedroom - unless sealed combustion type - per Section 1309. Show required access and working space, per Section 1311. Miscellaneous ?• +• Show compliance with Appendix C for minimum number of facilities (i.e. washer standpipes, urinals, water closets and lavatories, etc.), if adopted by the jurisdiction. Show size of roof drains and overflow drains per Appendix D and note design rainfall and area served. UBC Section 3207. In areas where motor vehicles, boats, etc. are stored, floors shall drain to an approved oil separator or trap discharging to sewers in accordance with the plumbing code. Section 702(b) U.B.C. Show required anchorage of appliance (water heaters, etc.) per Section 504(d) U.M.C. rr txt-s MX Africa rrhrr D&IKU $&£*> Ate 06/10/88 SECOND GENERATION NON-RESIDENTIAL STANDARDS (APPLICABLE TO PERMIT APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987 FOR OCCUPANCIES A, B, E OR H FOR NEH BUILDINGS, INCLUDING "SHELL AND "SPECULATIVE1 BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS) APPLICATION OF THE STANDARDS © © © A Certificate of Compliance (Torn CF-1) must be included with til biildirc Dfnrit apol icatiors submitted after January 1. T9E7. subject to energy corservatlon 1 e , second generation non-residertial standards, first generation non-residential standards adopted in 1982, single family homes and apartment buildings and other low-rise residential buildings of three stories or less and first generation residential standards for hotels and motels and high-rise residential building* of four stories or nore. The Certificate of Compliance oust be signed by the professional (cr professionals) responsible for design and the owner. These signatures represent a commitment to make future building improvements or modifications according to the standards indicated on the Certificate of Compliance. Section 1403 (a) 1 of the standards requires that the energy calculations be signed by a person eligible to sign the plans under the Business and Professions Code. Under the terms and restrictions of some licenses, for example, an electrical engineer nay be able to sign sone documents and specifications such as electrical plans and lighting energy documentation, but no EVAC plans and documenta-tion. The section does not require that the documen- tation be prepared by a licensed person, only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance vlth the building energy efficiency standards. For example, computer runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. A copy of Fora CF-1, complete and signed, Bust be permanently printed on the plans. This enables the code enforcement official to verify that the copies of fora CF-1 submittedvitn future permit applications (for modifications to the building) are consistent with the original Forai CF-l. © Note on the plans that a separate copy of Form CF-i was retained by the building owner to be passed on to future owners or tenants of the building so that they will have a record of the energy efficiency standards that will apply to future modifi- cations. it Is the responsibility of futute building permit applicants to resubrait the previously approved Form CF-1 with subsequent permit applications. If the building applicant does not have a copy of the energy standards compliance forms originally approved, the applicant •ust comply with the standards presentlyIn effect. © Corstruction that does not increase condi- tioned space in an existing building, where applications for the existing building penrit vas before January 1, 1587, cannot Increase the overall U-value or overall thermal transfer value, new HVAC sjstems or equip-nert nust comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements or Bodificatiors to the lighting system increase the connected load, then the proposed improvements must comply with the set of standards that are in effect for the occupancy type at the time the permit application. for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but for which tenant improvements are Bade after the second generation energy standards have become mandatory. (See attached examples 1-1 and 1-2) For construction in an existing building, that increases the conditioned floor area, the set of standards that are in effect at the time of the permit application •PPly to the increased conditioned floor area as though it were a separate new - building. The conditioned floor area of a building Is usually increased in one of two ways: . Space is added to the building, such as additional floors or a new wing. . Keating and/or cooling systems are extended to spaces that were previously unconditioned. When either of these two events occur, the envelope and lighting requirements of the prescriptive standard apply to the Increased conditioned space only. It Is not necessary to upgrade the envelope or lighting system, of the existing building. (See attached example 1-1 and 1-2) The mandatory measures apply to all new construction, regardless of the date of the original permit or whether conditioned space Is increased. The mandatory measures only apply to building components, systemsor specific pieces of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply If reclr- cuitlng were proposed as part of the project. * Existing buildings, for w!-ich the .perrit application was rade a' it r January i, 1?17, should ha\e tre Certificate of Compliance available to allow comparing the design of prcpcsed alterations (no increase in ce-ditioned space) oradcltiors (conditioned space increased) with the original design assumed whenthe building was eorstructed, tre alterations or acditlons must be corsistent withthe original design assumptions The designer ir.ey choose to modify the original Certificate of Corpliance by showing the modified design complies with thestandards. The new Certificate of Compliance would govern any future modifications or additionsIf the original Certificate of Compliance cannot be located then the entire building,Including the proposed alterations or additions, must be shewn to comply with the current standards. Speculative buildings are defined as those buildings where the occupancy type Is known at the time of building permit application, but the plans and specifications do not include designdetails about the lighting system anc/or the final HVAC improvements. The lighting and/or final HVAC improvements are tobe made by the terar.ts on a space-by- space basis as the building is leased. At the time of the original buildingpermit, assumptions regarding futurelighting and HVAC improvements must bemade to determine if the building will comply with the standards. This isespecially important with the performanceapproach. When the original plans for a speculative building are submitted to the enforcement agency, the Certificate of Compliance should specify the assumptions required about future building improvements. When using the prescriptive approach, the Certificate of Compliance shouldspecify the alternative component package used to show compliance at the time of the initial permit application. This same package would be applied to any future work that is performed on the building, unless compliance is redemon- strated foe the whole building at thetime of the future work. Shell buildings are defined as those struc- tures where the ultimate occupancy of the building is not known when the original building permit application is filed.The structure, for example could eventually be used as an office, warehouse, restaurant or retail space, depending on marketdemand. This means that the building could be covered by the first generation nonresldential energy standards or thesecond. To address this potential problem, it is recommended that multiple compliancedocumentation be submitted for shell buildings. Multiple documentation ensures that the structure will comply with whatever energy conservation standards are applicable to the eventual occupancy type. Subsequent permit applications for completion of the building should also be submittedwith multiple documentation unless the occupancy has been clearly identified and falls within a single set of standards.Future changes of occupancy would requiredocumentation that verifies satisfactionof the appropriate set of standards. As with speculative buildings, a Certificate of Compliance would be submitted to document assumptions rade about futu-e building improvements In the case of shell buildings, multiple Certificates of Compliance may be required along with multlp e documentation. It is also suggested that performance calculations, which specify less then 1 4 Wetts/sf be accepted on'y when the designer can demonstrate a capability to construct a building with lighting loads of the proposed level Also air conditioning units with an SEER greaterthan 10 should be accepted only when there is documentation of at least two available brands meeting the proposed requirements. Mixed use buildings must comply with the specific standards pertinent to the various occupancies with the building. If nixed use building design has a single predominant occupancy with other smeller subordinate occupancies the building need orly meet the provisions of the predominant occupancy so long as: (1) the subordinate occupancies total less than 1,000 square feet and are less than 30 percent of the total conditioned floor area or (2) the subordinate occupancies constitute less than 10 percent of the total conditioned floor area. When one of the above exceptions do not apply, either the prescriptive or performance approach may be applied according to , the following guidelines: With the prescriptive approach, each . occupancy must be analyzed and shownto comply separately. The appropriate compliance documentation should be completed for each occupancy. No trade- f off s are allowed between occupancies under this approach. With the performance approach, the occupanciesnay be analyzed together or separately,depending on special circumstances. It Is generally necessary to analyze the occupan- cies separately when they are covered by different standards. Tor instance low- rise residential and office space within the same building would have to be analyzed separately since they are covered by two separate standards, each with its own approved calculation methods, operating assumptions,etc. If retail and office were together In the same building, it would be possibleto analyze both occupancies together sincethey are covered by the same standard. When occupancies are analyzed together, there may be tradeoffs between occupancies; otherwise, tradeoffs are not possible. Processing for fast-track processing is a mechanism established through cooperation between the developer and the local jurisdic-tion to speed development review time and to facilitate the ability to apply for and receive approval for permits in stages. The enforcement issue with fast-tract buildingsIs much the same as for speculative buildings. Assumptions must be made early on about lighting and/or HVAC designs that have not yet been drawn up. The problem Is slightly less complicated since fast- track buildings are often carried to completion by the same design/developerteam. Since the Issues are sinllar. therecommendations for shell and speculative buildings would generally apply. genmcaie OT uompuanue i^an i Prwec!Penr»ii Number Lecason City/Town CUmata Zone Documenason Author Date or- 1 For Enforramsni Aponcy Us* By Dale Fwtt By Dale re tnd Regittra&on Stamp Approved By Data Prescriptive Approach/Performance Approach Strategy Performance Approach Energy Budget kBtu/yr-h2 General 1 CEC Occupancy Type 1 CEC Occupancy Type 2 UBC Occupancy Group/Orv.son 2 UBC Occupancy Group/Division __ " 4 Condtoned Fteor Area 3 Package Selected 4 Budget Tab1* 4 Gross Cond boned Floor Are a ft2 5 Allowed Energy Budget (WS-1 A) Roof and Floors Calculated Annual Energy Consumption 5 Proposed Root/Ceiling Rt (CF-2. CF-3). . hr-F-h2/Btu 6 Approved CaJculabon Method .... 6 Required Root/Ceiling Rt (CF-2) hr-F-h2/Btu 7 CEC Designated 7 Proposed Extanor Floor Rt (CF-2. CF-3). hr-F-ft2/Btu 8 Multiplier 8 Required Extenor Floor Rt (CF-2) hr-F-fl2/Btu Estimated Energy Use Walls 9 Heating 9 Proposed Opaque Wai Rt (CF-2. CF-3). . . hr-F-ft2/Btu 10 Cooling 10 Wall Heat Capacity (CF-3) Btu/F-ft2 11 Fans 11 Required Opaque WaBRj (CF-2) . hr-F-h2/Btu 12 Ughu Glazing In Walls 13 Miscellaneous Equipment, 12 Extenor Wall Area (CF-2) fl2 14 Total 13 Total Glazing Area (CF-2) ft2 15 Adj. Total Energy Use (line 8 x line 14). 14 Proposed Total Percent (Line 13/Line 12). %is Average Total sc (CF-2). .• , Compliance statement 16 Allowed Total Glazing Percent % „.._ ...., ..^. ..._ ... _ ...,«, ,„,. „. ..* General. The proposed building represented n his set of compliance17 West Extenor WaH Area (CF-2) fl2 documentatwn (inconsistent with the other compHance forms and 18 West Glazing Are a (CF-2) . ...... . h2 worksheets, with the plans and speafica&ons and with any other ... _ .... _ ,„.„. " _ cakarfaflons or computer rws submitted wiih tru's permit application.19 Proposed West Percent (CF-2) % Performance Approach (when applicable) The energy performance 20 Average West SC (CF-2) esbmate presented on this form was calculated using the approved->« AH .... . _, _ . .. calcuIaDon method indcated above and with the CEC established Bxed21 Allowed West Glazing Percent % and resmcted engineering inputs for the applicable climate zone and Glazing In Roof (CF-6) Proposed ABowed occupancy type. -,,,-. ....... t*•> CkuRrKi i n2 PremerlpUva Approach (when applicable) The proposed buBding has" oK/«gr»i i ______ ".*• been designed to meet the requirements of (he Ahemab've Component 23 Skylight 2 . h2 Package indicated above for the appropnate occupancy type and climate 24 Skylights ft2 zono 25 SkyBght 4 ft2 26 SfcyKght 5 ft2 27 Skylight 6 h2 28 SkyDght 7 h2 29 SkyCghia m^ IZZI '«2 NameArtJe Lighting __________ 30 Proposed Adjusted LPO(CF-S) . Watts/h2 Company 31 Allowed LPO (CF-5) . Watls/h.2 HVAC " Address 32 Performance Set Selected 33 Propoted Fan Wattage Ind.x (CF-4) . . Watts/h2 Ciiy/Suto/Z.p 34 Allowed Fan Wattage Index Watts/fl2 35 Proposed Cooling Power Index (CF-4) . ., Btuh/h2 Telephone 35 ABowed Cooling Pcrwer Index. .'.... , Bluh/h2 37 Propoied Heabng Power Index (CF-4) . . , Btuh/tt2 38 ABow»d Heating Power Indax , Buh/ft2 1966 Calif license Number Tise Documeraton AuDor/Mrm For Entoreem&ni Agency UM Checkec By Dale 5olh parj o-^e and two ol thn te^rfias ol Compliance must b« included with e»c*i building permit application tor the above noted building and appear on tie piar.s tubmi»d for spprsv*! TSe buildog features and requirement rep.-ej«nie<J on the Certificate ol Complince a.e aaepuate lo ach.eve easmpFianse witfi the tecood peneiton nonnstjctential ecefyy *undardi (or the buildng rBlorer>e«d above The building features and requirements are aJse wJoquaa tor any subsequent the^bons. modficatwns or addiDons to the building One Name (Pnnt) Titla'Cooipany Name Address Signature Enforcement Agency Signature Date Data D*«lgn*rThr»« Name (Pnnt) TiBe/Company Name Address Signature Enlorcament Agency Signarure Date T5aia~ D»«Ian»f Two Name (Print) fiUe/Company Name Address Signature Date Enforcement Agency Signature Data D**Ign»f Four Name (Pnnt) Tula/Company Name * Address Signature Enforcement Agency Signature Date TSaTT CXvntr Name {Pnnt) Title/Company Name Address Signature Date Enforcement Agency Name (Pnnt) Title/Agency Address Form R«vti«j S«pt*mb«r IMS Paoe. men i viuciou i v-/i I VI I I Project Tine For Enforcement Agency UM Only Documentation AuCx>r/rirm Da»Checkec! By Date Reference in Construction Documents Envelope Measures [] Certified insulation materials per 2-531 1(a) [ ]Insulation installed to meet flame spread and smoke dersity requirements ol 2 5311 (b) ........ , [ ] Urea formaldehyde foam insulation is installed per 2-5311(c) [] Retrofit insulabon specified as per 2-5313 [ J Air infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstnpping as per 2-5317 Lighting System Measures [] Certified luminaires/ballasts per 2-5314{b) [ ] Independent control w/ enclosed areas per2-5319(a). [] Manual switching readily accessible per 2-5319(b). . , (i Reduction of lighting load to at least one half per 2-5319(c) Occupancy sensors or programmable tuners meeting CEC criteria may substitute Separate switching of dayGt areas per 2-5319(d). . . Separate switching of display and valance lighting in retaD and wholesale stores per 2-5319(h) [ ] Automatic control of display lighting ii and wholesale stores per 2-5319{h) , in retail (1 Tandem winng of one- and three-tamp luminairesper 2-5319(i) Daylighting and Lumen MaintenanceControls (when applicable) Uniformly illumination reduction to one-halfper2-5319(e)1 (1 Flicker free operation and no premature lamp failure per 2-5319(e)2 Time delays to prevent undesirable cyclingper 2-5319(0)3 ( ] Step switching devices with separation between on/olf settings per 2-5319(e)4 , Reference in Construction Documents [ ] Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e}5 [ ] Manufacturer's instructions provided for installationand calibration per 2-5319(e)6 Proper installation of controls including sensor location, certification of initial calibration and control of luminaires only within dayht area per 2-5319(e)8 [ ] Visible or audible malfunction alarms per 2-5319(g) . . . Occupancy Sensing Devices' (whenapplicable) f ] FDcker free operation and no premature lamp failure per 2-5319(e)2 [ 1 Time delays to prevent undesireable cycling per 2-5319(6)3. [ ] Visible or audible malfunction alarms per 2-5319{g). . . [] Limits on emissions per exceptions to 2-5319(e). . . . , HVAC and Plumbing System Measures Piping insulated as required by 2-5312 v Certified HVAC equipment per 2-53 U(a) ,_ Certified plumbing equipment per 2-5314{a) .Heating and cooling equipment efficiency per 2-5314(b). _ Pflodess ignition of gas appliances per 2-5314(c). . . . _ Automatic controls for off-hours per 2-5315(a)1 _ Thermostat set point requirements per 2-5315(a). . . ._ Sequential control of heating and cooling per 2-5315(a}3 ._ Automatic exhaust fan dampers per 2-5316(b) _ Thermostat controls for each zone per 2-5315{b). . . . _ Ventilation provided per 2-5316 and 2-5343 u Heaters for domestic hot water and/or pools per 2-5318 . _ Fvm Sev.$e<j September 1586 "Only for nonresidential offices"Page.ol Date:Jurisdiction VALUATION AND PLAN CHECK FEE Prepared byt PLAN CHECK NO. BUILDING ADDRESS 2 g f g C0LM0S> n Bldg. Dept. D Esgil APPLICANT/CONTACT M£U*JOA BUILDING OCCUPANCY _ /g~ -2. PHONE DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION TC A' A5 wT f M /* c'i-1 \JcM&?\ y? F&OM c°fj Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA 57 $00 T&-&<zTzrZ.S. ^ VALUATION MULTIPLIER '-I4.QT10 /J @ § @ VALUE ^ /, 3^^, && & lj BO o, dx>$, ^D Building Permit Fee $ Plan Check Fee $ COM HEN TSi_ SHEET / OF / 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O1468 DATE: <£->/- ?% _ Q APPLICANT JURISDICTION: CiTy &F CAgLS>[jPLAN CHECKER__ OFILE COPY PLAN CHECK NO: g£ - O & 4-<f _ SET: -L QUPS n DESIGNER PROJECT ADDRESS; ZZ^O C&^MOS <^T. _ PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the }urisdiction's building codes. I — I The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. I — I The plans transmitted herewith have significant deficiencies I _ I identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: j j Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted; h/b Telephone t ^4-J 4-~7(^~ >775~ REMARKS: By; ftBB 'DOLf£fJTl~ Enclosures: ESGIL CORPORATION SI $ ?X PLAH MPROV.BUiHI PLAH CHECK NO.: QQ JURISDICTION: TO:M C/?. 92 7t PROJECT DATA OCOJPASCY: BDTLDIHG USE: TYPE OF CORSTKDCTIOH:I/ ~~ ACTUAL AREA:7. ALLOWABLE AREA:_ STORIES: HEIGHT: SPRINKLERS: OCCDPART LOAD: REMARKS:C Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Code sections cited are based on the 1985 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. HOOK: PACK UDDERS AKR HOT H SHJUHKX AS FAQS H&VIHG MO rOMS ME8DIHB CORRBCXICHS HERE HLKQD. LIST NO. 90, TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1985 UBC ©Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to. The jurisdiction's building department. ^K\ Indicate on the Title Sheet of the plans, the 0 name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. © X © Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator", fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. Provide a statement on the Title Sheet of the plans that this project shall comply vith Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation vails, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 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. 1/6/88 Provide notes and/or details to show that the floor and vail finish in toilet rooms are surfaced v>ith 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 v.ater closet compartments Section 510(b). Note on the plans "All interior finishes must comply with Chapter 42 of the UBC". Specify "class flame spread rating (minimum) for ." Lateral bracing for suspended ceiling must be provided. (UBC Table 23-J) Where ceiling loads are less than 5 PSF and not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner vithin 2 inches of the cross runner intersection and splayed 90_ from each other at an angle not exceeding 45_ from the plane of the ceiling. These horizontal restraint points shall be placed 12 feet o c. in both directions with the first point within 4 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.)- In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. [26.) Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. X If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 In areas where the occupant load exceeds , two exits are required. See . Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s) Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 3304(h). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(g). Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305(b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevations shall be made by means of a ramp. Section 3305(f). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). (48.) Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. One story buildings housing Group B, Division 4 occupancies. Section 3305(g). If non-rated corridors are used per 1985 UBC, Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: / 1.Corridors are non-rated per 3305(g), Exception 5, 1985 UBC. Section Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system with combination audible and visual signals with battery backup Smoke detectors center. shall be maximum 30' on 4. Combined audible/visual signal device(s) shall be installed just inside of each exit door from the corridor, also all locations in the corridor must be in sight of a signal device. „ 5. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked " FIRE ALARM CIRCUIT CONTROL, with a lock- on device. 1985 UBC Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. 1985 UBC Section 3305(g), Exception 5, is applicable to the office space but does not apply to the common corridor where the tributary occupant load appears to exceed 100 occupants. When 1985 UBC Section 3305(g), Exception 5, is applied for corridors on one floor, the corridors on the lower level(s) must be rated if these lower corridors serve more than 100 occupants. The tributary load from the upper level(s) shall be the total occupant load from the above level(s). 53.) Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). 2/24/88 55.) Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j). If building exceeds two stories, show corridor is separated from elevator shaft. Sections 3304(g)(h) and 1706(a)(b). (See I.C.B.O. interpretation). 7s- MBCHAinCAL Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feetper minute of outside air vith a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans shoving existing and proposed HVAC equipment. Detail access equipment. equipment, ducts and access to and working clearances to HVAC &&\ Provide evidence of Health (for restaurants or for equipment). ELECTRICAL Department approval tenants using X-ray 61. Submit plan shoving location of all panels. 62. Submit panels schedules. 63. Submit electrical load calculations 64. Indicate existing service size. 65. Indicate existing building load. 66. Indicate new additional loads. 67. Indicate wiring method. 68. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. 69. Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. 70. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. 71. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 49. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). PUDMBUS Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how maintained. priming). floor drain trap seal is to be UPC Section 707 (floor drain trap Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will use not more energy than the existing space or show the remodeled space will conform to latest energy design standards. 2/2/88 Please see additional corrections or remarks that follow. The jurisdiction has contracted vith Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation Thank you. Enclosures: 1. 2. 3. 2/2/88 CITY OF CARLSBAD PLAN CHECK NO. 88-648 JUNE 6, 1988 ADDITIONAL CORRECTIONS ENERGY 86. A complete energy review will be made when the complete energy design, including all existing designs are provided. 87. If a package energy design is used for energy compliance then economizers are required on HVAC units. Title 24 Section 2-5342(e)lA. MECHANICAL 88. Provide a new readable sheet M-l. The plan provided has a strip 3 inches wide through the center of the plan that is too light to read. 89. Provide details and plans for condensate drainage from HVAC units. Carlsbad requires drainage to a wet trap. ELECTRICAL 90. If fuses are not used to limit fault currents on branch circuits to 10,000 amsp, specify method to be used. On 208 V panel also callout Isq on same. 91. Indicate the grounding system to be installed for transformers. J?EC 250-26 (c) . 92. Provide overcurrent protection on the secondary side of transformers. NEC 240-21/384-16(d). Panel "1PA" and on "T2". 93. Submit plan showing location of panel "1PC". 94. Show exit signs on the electrical ighting plan. Note: Power for exit sign lights lighting must conform to the 1985 UBC Sections 3313 and 3314. (two circuits) 95. Note on plans "GFP" shall be performance tested as per Art. 230-95 when first installed on site. 96. Specify feeder "1PC" and"2PB" circuit breaker sizes. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. SECOND GENERATION NON-RESIDENTIAL STANDARDS (APPLICABLE TO PERMIT APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987 FOR OCCUPANCIES A, B, E, OR H FOR NEW BUILDINGS, INCLUDING "SHELL AND "SPECULATIVE- BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS) APPLICATION OF THE STANDARDS © 0 © A Certificate of Compliance (Form CF-1) must be Included vith ell building permit applications submitted after January 1. 1987. subject to energy conservation i e , second generation non-residential standards, first generation non-residential standards adopted in 1982, single family homes and apartment buildings and other low-rise residential buildings of three stories or less and first generation residential standards for hotels and motels and high-rise residential buildings of four stories or more. The Certificate of Compliance must be signed by the professional (or professionals) responsible for design and the owner. These signatures represent a commitment to make future building improvements or modifications according to the standards indicated on the Certificate of Compliance. Section 1403 (a)1 of the standards requires that the energy calculations be signed by a person eligible to sign the plans under the Business and Professions Code. Under the terms and restrictions of some licenses, for example, an electrical engineer may be able to sign some documents and specifications such as electrical plans and lighting energy documentation, but no HVAC plans and documenta- tion. The section does not require that the documen- tation be prepared by a licensed person, only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance with the building energy efficiency standards. For example, computer runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. A copy of Form CF-1, complete and signed, must be permanently printed on the plans. This enables the code enforcement official to verify that the copies of form CF-1 submittedvith future permit applications (for modificationsto the building) are consistent with theoriginal Form CF-1. © Mote on the plans that a separate copy of Form CF-1 was retained by the building owner to be passed on to future owners or tenants of the building so that they will have a record of the energy efficiencystandards that will apply to future modifi- cations. It Is the responsibility of futute building permit applicants to resubrolt the previously approved Form CF-1 with subsequent permit applications. If the building applicant does not have a copy of the energy standards compliance forms originally approved, the applicant Bust comply with the standards presentlyIn effect. © Construction that does not increase condi- tioned space in an existing building, where applications for the existing building permit was before January 1, 1987, cannot increase the overall U-value or overall thermal transfer value, new HVAC systems or equipment must comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements or nodificatiors to the lighting system Increase the connected load, then the proposed improvements must comply with the set of standards that are in effect for the occupancy type at the time the permit application for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but for which tenant improvements are made after the second generation energy standards have become mandatory. (See attached examples 1-1 and 1-2) For construction in an existing building, that increases the conditioned floor area, the set of standards that are in effect at the time of the permit application apply to the increased conditioned floor area as though it were a separate new building. The conditioned floor area of a building is usually increased in one of two ways: Space is added to the building, such as additional floors or a new wing. . Heating and/or cooling systems are extended to spaces that were previously unconditioned. When either of these two events occur, the envelope and lighting requirements of the prescriptive standard apply to the increased conditioned space only. It is not necessary to upgrade the envelope or lighting system of the existing building. (See attached example 1-1 and 1-2) The mandatory measures apply to all new construction, regardless of the date of the original permit or whether conditioned space is increased. The mandatory measures only apply to building components, systems or specific pieces of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply If reclr- cuitlng were proposed as part of the project. /> Existing buildings, for wMch the original permit application was irade after January 1, 19E7, should ha\e the Certificate of Compliance available to allow comparing the design of proposed alterations {no increase in conditioned space) or additions (conditioned space Increased) with the original design assumed when the building was constructed, the alterations or additions must be consistent with the original design assumptions The designer may choose to modify the original Certificate of Compliance by showing the modified design complies with the standards. The new Certificate of Compliance would govern any future modifications or additions If the original Certificate of Compliance cannot be located then the entire building, including the proposed alterations or additions, must be shown to comply with the current standards. Speculative buildings are defined as those buildings where the occupancy type is known at the time of building permit application, but the plans and specifications do not include designdetails about the lighting system and/or the final HVAC improvements. The lighting and/or final HVAC improvements are tobe made by the tenants on a space-by- space basis as the building Is leased. At the time of the original building permit, assumptions regarding future lighting and KVAC improvements must be Bade to determine if the building will comply with the standards. This isespecially important with the performance approach. When the original plans for a speculative building are submitted to the enforcement agency, the Certificate of Compliance should specify the assumptions requiredabout future building improvements. When using the prescriptive approach, the Certificate of Compliance should specify the alternative component package used to show compliance at the time of the Initial permit application. This same package would be applied to any future work that is performed on the building, unless compliance is redemon- strated for the whole building at the time of the future work. Shell buildings are defined as those struc- tures where the ultimate occupancy of the building Is not known when the originalbuilding permit application is filed. The structure, for example could eventually be used as an office, warehouse, restaurantor retail space, depending on market demand. This means that the building could be covered by the first generationnonresidential energy standards or the second. To address this potential problem. It Is recommended that multiple compliance documentation be submitted for shell buildings. Multiple documentation ensures that the structure will comply with whatever energy conservation standards are applicable to the eventual occupancy type. Subsequent permit applications for completion of the building should also be submitted with multiple documentation unless the occupancy has been clearly Identifiedand falls within a single set of standards. Future changes of occupancy would require documentation that verifies satisfactionOf the appropriate set of standards. As with speculative buildings, a Certificate Of Compliance would be submitted to document assumptions made about future building Improvements In the case of shell buildings, multiple Certificates of Compliance may be required along with multiple documentation. It is also suggested that performance calculations, which specify less than 1 4 Watts/sf be accepted only when the designer can demonstrate a capability to construct a building with lighting loads of the proposed level Also air conditioning units with an SEER greater than 10 should be accepted only when there is documentation of at least two available brands meeting the proposed requirements. Mixed use buildings must comply with the specific standards pertinent to the various occupancies with the building. If mixed use building design has a single predominant occupancy with other smaller subordinate occupancies the building need only meet the provisions of the predominant occupancy so long as: (1) the subordinate occupancies total less than 1,000 square feet and are less than 30 percent of the total conditioned floor area or (2) the subordinate occupancies constitute less than 10 percent of the total conditioned floor area. When one of the above exceptions do not apply, either the prescriptive or performance approach may be applied according to , the following guidelines: With the prescriptive approach, each . occupancy must be analyzed and shown to comply separately. The appropriate compliance documentation should be completed for each occupancy. No trade- , offs are allowed between occupancies under this approach. With the performance approach, the occupancies may be analyzed together or separately, depending on special circumstances. It is generally necessary to analyze the occupan- cies separately when they are covered by different standards. For instance low- rise residential and office space within the same building would have to be analyzed separately since they are covered by two separate standards, each with its own approved calculation methods, operating assumptions, etc. If retail and office were togetherin the sane building. It would be possible to analyze both occupancies together since they are covered by the same standard. When occupancies are analyzed together, there may be tradeoffs between occupancies; otherwise, tradeoffs are not possible. Processing for fast-track processing is a mechanism established through cooperation between the developer and the local jurisdic-tion to speed development review time and to facilitate the ability to apply for and receive approval for permits in stages. The enforcement Issue with fast-tract buildings is much the same as for speculative buildings. Assumptions must be made early on about lighting and/or HVAC designs that have not yet been drawn up. The problem is slightly less complicated since fast- track buildings are often carried to completion by the same design/developer team. Since the issues are similar, the recommendations for shell and speculative buildings would generally apply. Cenificate ot Compliance (Pan 1 of 2) Project iise project Architect/Engineer Permit Number Project LocaBon City /Town Climate Zone DoeumentaDon Author Data Signature and Regitfrafion Stamp Uh-1 For Enforcement Agency Use Only PUn Checked By" Data F»eki Checked By "BalT Approved By Data Prescriptive Approach/Performance Approach Strategy Performance Approach fl2 kBtu/yr-ft2 kBtu/yr-ft2 kBtu/yr-h2 kBtu/yr-h2 kBtu/yr-ft2 kBtu/yr-ft2 kBtu/yr-ft2 Energy Budget General 1 CEC Occupancy Type 1 CEC Occupancy Type , 2 UBC Occupancy Group/Drvison .... 2 UBC Occupancy Group/Drvision * Cond boned Floor Area 3 Package Selected , * Budget Table 4 Gross Condboned Floor Area ft2 5 Aflowed Energy Budget (WS-1A). . . . Roof and Floor* Calculated Annual Energy Consumption 5 Proposed Roof/Ceiling Rt (CF-2. CF-3). . hr-F-ft2/Btu 6 Approved Calculation Method 6 Required Root/Ceiling Rt (CF-2) hr-F-rt2/Btu 7 CEC Designation 7 Proposed Extenor Floor Rt (CF-2. CF-3). hr-F-fl2/Btu & Multiplier 8 Required Extenor Floor Rt (CF-2) hr-F-h2/Btu Estimated Energy Use WaJIa 9 Heating 9 Proposed Opaque WaJIRt (CF-2. CF-3). . hr-F-ft2/Blu 10 Cooling 10 Wall Heat Capacity (CF-3) Btu/F-ft2 11 Fans 11 Required Opaque Wall Rt (CF-2) hr-F-h2/B«u 12 Lights Glazing In Walla 13 Miscellaneous Equipment 12 Extenor Wall Area (CF-2) ft2 U Total 13 Total Glazing Area (CF-2) ft2 15 Adj. Total Energy Use (line 8 x line 14) . 14 Proposed Total Percent (Line 13/Une 12). % /> f «-•*is Average Total sc (CF-2)..- , Compliance btatement 16 Allowed Total Glazing Percent % ~ , -^ _,._ .,-r . j • j_- ..T u, . e_ i.i H . ,/»e«» 1.9 General. The proposed building represented in this set of compliance17 West Extenor WaH Area (CF-2) «l2 documentation Is consistent with the other compliance forms and 18 West Glazing Area (CF-2) . . h2 worksheets, with the plans and specifications and with any other.- _ .,., _ ' _. cakxrlaDons or computer runs submitted with this permit appficaDon.19 Proposed West Percent (CF-2) % Performance Approach, (when applicable) The energy performance 20 Average West SC (CF-2) estimate presented on this form was calculated using the approved «« m ~i\u ./>t • B * ~ calculation method mdcated above and with the CEC established fixed21 Allowed West Glazing Percent % and restricted engineering inputs for the applicable climate zone and Glazing In Roof (CF-6) Proposed Allowed occupancy type _- ~.r .. . to« Premcrlpllva Approach (when applicable) The proposed bidding haszz 5>Kyugni 1 n* been designed to meet the requirements of the Alternative Component 23 Skyfight 2 h2 Package indicated above for the appropnate occupancy type and cGmate 24 Skylights ft2 2On° 25 Skylight 4 ft2 26 Skylight S ft2 27 Skylight 6 h2 28 Skylight 7 fl2 29 Skylight 8 f(2 Lighting 30 Proposed Adjusted LPD(CF-S) Watts/ft2 Company 31 ADowed LPD (CF-5) Watts/ft2 HVAC Address 32 Performance Set Selected 33 Proposed Fan Wattage Index (CF-4) Watts/1t2 C.ty/State/Z.p 34 Allowed Fan Wattage Index Walts/ft2 35 Proposed Cooling Power Index (CF-4). ., Btuh/h2 Telephone 36 ADowtd Cooling Power Index ..'.... , Bojh/n2 37 Propoied Heabng Power Index (CF-4) . . , BtuMt2 38 ABow»<j Heating Power Index , BturVh2 Form Revued September 1986 Page of. Calif License Number ui or-1 For Enforcement Agency Use Only Project TIDO Documents Don Author/Firm Data Checked By Dale Both parts one and two ot thu Certificate of Compliance must be included with e»ch building pormii appticabon for the above noted building and appear on the plans submitted for approval The buildng features and requirements represented on the Certificate of Compliance are adequate to achievecompliance with the second oenerabon nonresideniiaJ energy standards lor the building referenced above The building features and requirements arealso adequate for any subsequent afternoons, modficabon* or addition* to the building D*«lgn«r Thr»* Name (Pnnt) Title/Company Name Address Signature Enforcement Agency Signature Data Data Name (Pnnt) Title/Company Name Address Signature nt Agency Signature Date Data Designer Four Name (Pnnt) Title/Company Nam9 Address Signature Date Enforcement Agency Signature Data Name (Pnnt) Tola/Company Name - Address Signature Enforcement Agency Signature Date Data Owner Enforcement Agency Name {Pnnt) Title/Company Name Address Signature Date Name (Pnnt) Tide/Agency Address Form Revised September 1986 Manaaiory Measures Project Title ivir-1 For Enforcement Agency Use Only Documentation Author/Firm Data Reference inConstruction Documents Checked By Date Reference inConstruction Documents Envelope Measures [] Certified insulation matenals per 2-5311(a) [ ] Insulation installed to meet flame spread and smokedensity requirements of 2-5311 (b) , [ ] Urea formaldehyde foam insulation is installed per2-5311(c) [] Retrofit insulation specified as per 2-5313 , [ ] Air infiltration is minimized by specification oftested manufactured doors and windows and propersealing and weatherstnppmg as per 2-5317 Lighting System Measures [] Certified luminajres/ballasts per 2-5314(b) [] Independent control w/ enclosed areas per 2-5319(a). . [] Manual switching readily accessible per 2-5319(b). . . [ ] Reduction of lighting load to at least one half per 2-5319(c) Occupancy sensors or programmable timers meeting CEC criteria may substitute [ ] Separate switching of dayfit areas per 2-5319(d). [ ] Separata switching of display and valance lighting in retail and wholesale stores per 2-5319(h). . . (1 [] Automatic control of display lighting in retail and wholesale stores per 2-5319{h) . . . . Tandem winng of one- and three-lamp lummaires per2-5319(i) Daylighting and Lumen Maintenance Controls (when applicable) { ] Uniformly illumination reduction to one-halfpar 2-5319(6)1 ; . _ (1 Flicker free operation and no premature lamp failureper2-5319(e)2 (1 Time delays to prevent undesirable cycling per2-S319(e}3 [ ] Step switching devices with separation between on/olf settings per 2-5319(e)4 , [ ] Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e)5 [ ] Manufacturer's instructions provided for installation and calibration per 2-5319(e)6 , [ ] Proper installation of controls including sensor location, certification of initial calibration and control of lummairesonly within daylit area per 2-5319(e)8 [ ] Visible or audible malfunction alarms per 2-5319(g). . Occupancy Sensing Devices (when applicable) [ 1 Flicker free operation and no premature lamp failure per 2-5319(e)2 { ] Time delays to prevent undesireabte cycling per2-5319(e)3 , [ ] Visible or audible malfunction alarms per 2-5319(g). . . [] Limits on emissions per exceptions to 2-5319(e). . . . , HVAC and Plumbing System Measures Piping insulated as required by 2-5312 ,_ Certified HVAC equipment per 2-53U(a) ,_ Certified plumbing equipment per 2-5314{a) Keating and cooling equipment efficiency per 2-5314(b). _ Pilodess ignition of gas appliances per 2-5314{c). . . . _ Automatic controls for off-hours per 2-5315(a)1 _ Thermostat set point requirements per 2-5315{a). . . ._ Sequential control of heating and cooling per 2-5315(a}3 ._ Automatic exhaust fan dampers per 2-5316(b) _ Thermostat controls for each zone per 2-5315(b). . . .. Ventilation provided per 2-5316 and 2-5343 u Heaters for domestic hot water and/or pools par 2-5318 . _ Form Revised September 1S86 "Only for nonresidential offices"Page. u01aB •Oc« 41 U•u « 8- £ 8 °« -a :>°** n a O n us 01 vu £ >. — -• . 01 >i «J — V > .C U 3 O -H•» <u c a *on « * 01>, u -. ui "o. Z "a S '3w B « tre -« B 01 o> c o *i -Hu -< -4 e« «o u u e JC -4 « -4 Oi> > it ,« .4 O ~4 -H ilB ui _• o t« a -4 a u 0) ( c c u30) TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Alklm O,o '£. Hem numbers c.ro'fd bc/o.. «rr rcqwrcd for f/m project See Title 24 2 HOb 11. Circled items do not »«>/. lo Hoor, uh.ch are not required to bt han dicvppcd accessible References to icct,on numbers u ,th prcfu ~2~ are to Title 24, Part 2 (Sute Building Code). I9SS Ed,t,on Prcfn 3~ a for Psrt 3 (Slate Electron! Code) Prefix S is for Pjrt 5 (Stjtc Plumbing Code) E\i.mptions claimed for an\ itrin shall be requested in \\riting and shull include all djlj needed lo determine unnjsonjble hardship as described in Section S--I22 oSITE DEVELOPMENT 1 1 HANDICAPPED PARKING SPACES a. See Approved Parking Plan for Ia>out (Fig 2-71-1) b. Provide handicapped spaces (2-7102a) c. Space shall be so located that handicapped persons are not com- pelled to wheel or walk behind parked cars other than their own. (2-7102c) d. Parking space shall be a minimum of 9 ft x 18 ft. with adjacent 5ft loading zone Double space shall be 23 ft wide (2-7102B, Fig 2-71-1) e. Maximum slope of parking surface In any direction shall not ex- ceed '/«" per foot (2-7102d) f. Parking sp ace(s) shall be identified with the International S> m- bol of Accessibility on reflectonzed sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36"). (2-7102e) g. Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehicle(s) parking in han- dicapped space(s) may be subject to tow-away. (2-7102e) h. Entrance to and vertical clearance within accessible level of park- ing structure shall be 8 ft 2 in. to any structural member, duct or pipe (2-71020 CURB RAMPS • a. Curb ramps shall be located wherever pedestnan path crosses curb. (2-7103a) b. Curb ramp shall be -48" mm. width (2-7103b) with maximum slope of 1 in 12 (2-7103c) c. A level 48" mm depth landing is required at top of curb ramp over entire curb ramp width. (2-7103d) d. If no landing is provided, the slope of flared sides shall not ex- ceed 1 in 12 (2.7103d) e. Surface is to be slip resistant (2-71030 f. Border markings shall be 12" wide of Vt~ x '/«" grooves, Vt" apart, located at top and sides (2 7103h) WALKS a. Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where necessar) to provide access shall incorporate pedestrian ramps, curb ramps, etc (2-7101 a) b. Walks sloping greater than ST. (I in 20) must com ply with ramp requirements of sect 2-3307 (2-3325o> c. Walk width shall be 43" minimum (2-3325a) © d The maximum cross slope shall not exceed '/4~ per foot (2 3325a 3) e Gratings are not allowed whenever possible (2-3325b) f At each gate or door a 60* x 60' level area is required when the gate swings toward the w-alk (2-3325e) g. A 24 clear space is required at strike side of gate or door. (2-3325C. Fig 2-33-2) h. A 48' x 44" deep level area is required when the gale swings away from the walk (2-3325e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be con- sidered a ramp (2-3307a) b. The maximum slope shall be 1 in 12 (2-3307c) c. The width shall be 48" minimum (2-3307b-3) d. A 60".intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30°) (2-3307d-l) e. Landings are required at top and bottom of ramps (2-2307d-l) f. Bottom landing shall be minimum of 72" in the direction of travel (Fig 2-33-11A) g. Top landing shall be 60" x 60" minimum (2-3307d-2) h. When door swings onto top landing, minmum depth of landing required is door width plus 42" (Fig 2-33-11A) I. Top landing shall have 60" mm width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. (2-3307d-l) J. Ramp handrails are required on each side of ramp, when slope exceeds 1 in IS (2-3307e) k. Ramp handrails shall be continuous, located 30~-34" in height above ramp surface, with 12" extensions beyond top and bot- tom, and the ends returned (2-3307e) 1. Handrails shall be !•'/«" to 2" cross section, spaced mm ofl-H" from wall (2 3307e) m A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet in length. (2-3307h) SPECIAL ACCESS LIFTS •. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the State of Califor- nia, Dept of Industrial Relations, Div of Occupational Safely and Health. (2-5106a) DA 2/4/88 HAZARDS a Provide 80 headroom from walkwa) surface to anv overhang- ing obstruction (2 3326b) b. Headroom of 80" minimum shall be maintained for walks, cor ridors, aisles, etc (2 3221 2) c Protruding objects » uh leading edges between 27 and 80" above finished floor shall not protrude more than 4 into walks cor- ridors, etc (2 522f 1 F.g 257) d Objects v* ilh protruding edges below 27 above finished floor may protrude anv amount (2 522M) e Free standing objects mounted on posts between 27 and SO" above the floor may project a maximum of 12 (2-322M) f. Abrupt changes in level exceeding 4* adjacent to walks, rcci.pt between walks and adjacent streets or drives shall be idintifiixJ by 6" high warning curbs above walk surface (2 3326a) ENTRANCES AND CIRCULATION ENTRANCES. DOORS. VESTIBULES AND CORRIDORS a. All primary entrances to buildings shall be accessible to the han- dicapped. (2-33010 b. All required exit doors shall have 32" clear opening at 90° (36" door) (2-3304e-l) c. At least one of a pair of doors shall meet the min 32" clear en- trance width requirement. (2-3304e-3) d. Threshold shall be no higher than '/«" above the floor Edge to be beveled with a slope no greater than 1 in 2, if more than V>". (2-3304h-l. Fig 2-33-5) e. Exterior level landing maj slope up to '/<" per foot in an) direc- tion for surface drainage (2-413) f. Door hardw are shall be of the lever or push type, mounted 30** to 44" above the floor and be operable with a max effort of 8 5 Ibs for exterior doors and 5 Ibs for interior doors. (2-3304c-3, 2-33041-2) g. The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2-3304m) h. Building enlrance(s) shall be identified by sign with the Inter- national Symbol of Accessibility Show location on the plan. (2-522b-7) The symbol shall be a white figure on blue bacVground (2-522b 2) I. At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile (2-3304n) }. There shall be a clear area on each side of door, 60" deep in direc- tion of door swing and 44" deep in opposite direction of door swing (2-3304h-2) V. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors (2-3304h-2) I. The space between two consecutive doors (vestibule) shall pro- vide a min of 48" clear depth between the open door and a se- cond closed door (2 3304h-2D. Fig 2-33-5A) Doors in a series at a vestibule shall swing in the same direction, or away from the space between them (2-3304h-2D) m. Corridors shall be 44" minimum in width or as required bj oc- cupant load. (2-3305b-l) n. For corridors over 200 feet long, see special requirements of Sec 2-3305b-2. (Fig 2-33-6) FLOORS a Floors of a given story shall be a common level throughout or shall be connected b> pedestrian ramps, passenger elevators, or special access lifts (2 522e) STAIRWA1S a Treads shall have smooth, rounded exposed edges and be slip resis- tant (2 3306s-l) b Nosing shall not project more than I'/i" past face of the riser below (2 3306s 2) c Risers shall be sufficiently solid (2 3306s-3) d The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2 in width (2-3306r) e On exterior stairs, each tread shall be marked as noted above (2-3306r) f. Handrails are required on each side of stairwav (2-3306)-2) g. Handrails tf'all be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width beyond bottom nos- ing and returned to wall/newel post (2-3306j-2) h. Handrails shall be 1 '/<" to 2" in gripping cross section and 1 '/>" dear of wall (2-3306j-2) ELEVATORS a. See Chapter 51 of UBC for car size b. Passenger elevators in buildings other than those listed in Chapter 51 of UBC servin}j.-an occupant load of more tha n 50 shall have a car size 68" wide by 51" deep with a mm clear opening width of 36" (2-5103m-2BI) e. Passenger elevators in buildings other than trio-* listed in Chapter 51 of UBC servme an occupant load of 50 or less shall have a car size of 54" wide by 54" deep with a minimum clear opening width of 32" (2-5103m-2B2, 3) d. Raised Braille markings and Arabic numerals arc required on con- trol buttons and door jambs. (2-5103m) , SANITARY FACILITIES TO TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped (2-51 Ia-3) b. Doorways shall have 32" minimum clear width (2-511a-5A) c There shall be a level area with 60" clear depth i n the direction of the door swing, and a level area with 44" clear depth in op- posite direction of door swing (2-511a-5B) J2./MULTIPLE ACCOMODAT1ON TOILET FACILITIES a. Prov ide clear area 60" diameter x 27" high • or clear space 56" x 63' x 27 high (2-51U-6A) b. Doors (other than handicap compartment) are not to encroach more than 12* into above mentioned clear space (2-511a-6A) c. Provide 23'clear space between water closet and fixture or 32" dear space between water closet and wall (2-511a-6B) d. A 43" long clear space is required in front of water closet A 60" dear space is required when the toilet compartment has a side door. (2-51U-6B) • . Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry Door to be self- dosing and swing out (2-51 la 6Q DA 2/4/88 SINGLE ACCOMODATION TOILET FACILITIES a Water closet shall be located 28" from a fixture or 32 from a {2SH»-7. Fig 2-5 1A) b. Minimum clear space in front of water closet shall be 48 (2-511 a-7. Fig 2 5-1 A) C. In an existing building > single accommodation toilet facilitv ma\ have a space 36 wide * 48" long in front of water closet (25Ua-7, Fig 25-1C) )CRAB BARS AT WATER CLOSET a. One at side 42" long extending 24" in front of water closet one at rear 36" long centered on water closet, both mounted 33" above floor (2511a-SA) b Bars shall be \Vt" to l'/j~ in diameter with l'/t ' clearance lo wall (2-511 a-SB) c. Bar fasteners and mounting support shall be able to withstand 250 Ibs /ft in bending, shear and tension (2-51U-8C) ) WATER CLOSET •. Height of water closet seat shall be IT to 19" abov e floor (5-1502) b. The force required to activate the flush valve shall be 5 Ibs max- imum. (5-1502) ) URINALS a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. (5-1503a) b. The force required to activate the flush valve shall be 5 Ibs max- imum and located 44" maximum above floor. (5-1503b) e. Provide 30" x 48* clear floor space for forward approach. (2-51 lb-4) a . Provide 30" x 48" clear floor space for foru ard approach Said dear floor space may include knee and toe space under lavatorv described below. (2-511b-lA) b . Provide clear space beneath lavatories 20 ' high by 30" wide by 8" deep (knee space) and 9" high from the floor by 30" wide by 17" deep from front of lavatory (toe space) (5 -150-1 a) c^ Hot water and dram pipes under lavatories shall be insulated. (5-1504b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grjsping pinching or twisting of the wrist and an operating force not exceeding 5 Ibs e. Self-closing valves lo txiruin open for at least 10 seconds (5-150-lc) 18 ) TOILET ROOM ACCESSORIES a . Mirror bottom edge shall be located -iO" maximum above floor. (2-5 lib- IB) b. Toilet tissue dispensers shall be mounted within 12 from the front edge of toilet seat. (2-511b-3, Fig 2-5-1 A) c. Operating parts of dispensing and disposal fixtures (towels, waste, com slots, etc ) shall be within 40" of floor. (2- 3 lib- 2) 19 )SANITARY FACILITIES IDENTIFICATION a On doorwav* leading losanitar) facilities the svmbols to be pro- vided are 12 Equilateral Triangle for men 12 Diameter Cir- cle for women and 'V thick, centered on door. 60 high con trasting color (2-51 la 5C) 20} BATHING FACILITIES a. One such facilitv shall compl) when provided for the public, clients or emplotees (2 51 la 9) b. Shower compartment shall be 42 wide, 48" deep, with a 36" wide entrance (2-511a 9A1) c Note on the plans that the handtcappped bathing facilities shall conform to requirements of Sect 2-51 la-9, 5-1505-B and 5-1506 GENERAL REQUIREMENTS I.) DRINKING FOUNTAIN a. The alcove in which the water fountain is located shall be not less than 32" wide b\ IS" deep (2-51 Ic. Fig 2-5-3) b. Note on the plans that drinking fountain shall conform lo re- quirements of Sec. 2-5lie and 5-1507. 22 J PUBLIC TELEPHONE i. Provide space 30" x 48" for forward or parallel approach to telephone (2-51 Id2) b. Note on the plans that public telephones shall conform to re- quirements of Sec. 2-5 lid (230 ELECTRICAL REQUIREMENTS •. 15. 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. (3-210-SOe) b. Center of switch shall be located not less than 36" nor more than 48" above the floor. (3-380-8c) CROUP A OCCUPANCY REQUIREMENTS ^2-ffAUDITORIUMS, ASSEMBLY HALLS, THEATERS. ETC. a. Seating and toilet facilities for the handicapped shall be accessi- ble from the main lobbv or primary entrance. (2-6Hb-l) b. This structure requires ,, wheelchair seating spaces. c. Each wheelchair space shall be 60" x 30" and level. (2-611b-lA2) d. When the seating capacity exceeds 300. the wheelchair space* shall be in more than one location (2-611b-lA2) e. This structure requires seats for semi-ambulant per- sons Clear leg space shall be at least 24". (2-6lib-IB) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible (2-61 lb-2, 3) DA 2/4/88 X;. STADIUMS GRANDSTANDS. BLEACHERS. PAVILIONS, CYMNAS1UVS a This facilit\ requires (2-61Ic 1) wheelchair seating spaces b When the seating capacit) nceeds 300 the wheelchair spaces shall be in more than one locjtion (2-61 Ib 1A2) c Ticket booths must be accessible from both sicks (2-61 Ic 2) d Participation areas such as bull courts exercise rooms, tracks and clubrooms must be accessible (2-61lc-3 4) e Spectator and participant sanitar) and locker facilities must con- form to the requirements of Chapter 2-5 (2-61 lc-5) ifff DINING. BANQUET AND BAR FACILITIES i. Access shall be provided at primary entrances (2-61 Id 1) b. Wheelchair access shall be provided to all areas where each t>pe of functional activity occurs (2-611d-2) ____ wheelchair seating spacesc. This facilit) requires (2-61 ld-3) d. The ratio of removable seating arranged to permit use by wheelchair occupants is 1 per 20 and based upon the total number of seats provided (2-61 ld-3) e. At least one wheelchair seating space shall be provided for each dining, banquet and bar area (2-61 ld-3) f. Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. (2-61 ld-3) g. Cafeteria line aisles shall be a minimum of 36" clear width. (2-61 ld-4) h. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained in Sect. 2-330-4 (2-61 ld-6) I. Rest rooms and power rooms shall conform to the requirements in Sect. 2-511 (2-611d-5) t. RELIGIOUS FACILITIES • . Sanctuary areas shall be accessible. (2-61 le-1) b. Provide.. wheelchair seating spaces in the sanctuan. Use Section 2-61 Ib-lA (2-611b-lA) e. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas (2-6lie-IB) d. Assembly areas shall be made accessible (2-61 le-2) e Enclosed and unenclosed platforms and stages in assembly areas shall be made accessible (2-61 le-2) f. Classrooms and offices shall have entr) doors that conform to Chapter 33 (2-61 le-3) g. Sanitarv facilities shall conform to the requirements of Chapter 2-5 (2-611 e-l) CROUP B OCCUPANCY REQUIREMENTS Croup B occupancies used for as&emblv purposes but ha\ ing an occupant load of less than 50 shall conform to all the requirements for Group A oc- cupancies covered in Section 2-611 (2-712d) [28 J BUSINESS AND PROFESSIONAL OFFICES PERSONAL AND ^-^ PUBLIC SERVICE FACILITIES a Client and visitor areas, office areas and related toilet rooms shall be made accessible (2-712b 2A) b Conference rooms, counseling rooms or cubicles and similar areas shall be made accessible (2-712b-2B) c Emplovce work areas shall have a 36" minimum clear access (2-712b-2C) . SALES FACILITIES a. General sales, display and office areas together w ith related toilet rooms must be accessible (2-712b-3A) b. Sales employee work stations shall be located on accessible levels Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible (2-712b-3B) C. This facility requires.. check stands accessible to the phvsically handicapped, based upon 1 for S checkstands or less. 2 for 9 or more (2-712b-3C) d. Where quick check stands are prov ided at least one shall be ac- cessible (2-712b-3C) e. Check stands shall be made accessible bv prov idmg a 36" aisle on the customer side of the stand (2-712b-3C) f. Accessible check stands shall be identified bv the International Symbol of Accessibility and shall state. "This check stand to be open at all times for disabled customers". (2-712b-3C) '. RETAIL GROCERY STORES (Requirements are stated in AB 179. effective July 1. 1984 } a. Toilet rooms must be provided for the public In stores contain- ing more than 20,000 sq ft of floor space. b. The toilet rooms fo r the public may be the same as those provid- ed for the employees. c. Separate facilities shall be provided for each sex. d. Handicapped requirements shall be satisfied e. Doors shall be self closing f. Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water. g. Hand washing detergent and sanitary towels or hot-air blowers shall be provided in permanently installed dispensing devices ". SHOPPING CART THEFT PREVENTION BARRIERS a. Public entrances and exits shall be accessible to and usable by the handicapped (2-712b-3El) b. . Barriers shall provide a 32" clear width opening for handicap- ped ingress and egree. (2-712b-3E2) e. Note on the plans that shopping cart theft prevention barriers shall comply with the requirement! of Sect. 2-712b-3E. DA 2/4/88 FITTING OR DRESSING ROOMS i. Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped (27J2b3F) b Minimum dimension of room shall be 60" * 60 ' (2-712b-3F) c Bottom of the mirror shall be located within 20" of the floor (2-712b-3F) d. Heigh! of clothing hoou shall not be greater than 48" from the floor (2-712b-3F) POLICE DEPARTMENT. LAW ENFORCEMENT, FIRE DEPART- MENT FACILITIES AND COURTROOMS a. Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible (2-712b-6A) b. Detention area visitor rooms shall be made accessible (2-712b-6B) c. At least one detention cell facility with supporting sanitary facilities shall be made accessible. (2-712b-6Q d. Courtroom areas including Judges' chambers and bench, counsel tables, jury box, witness stand and public seating areas shall be made accessible. (2-712b-6D) FACTORIES a. Major or principal floor areas shall be made acessible (2-712c-2A) b. Office areas shall be made accessible. (2-712c-lB) c. Sanitary facilities serving the above shall be made accessible. (2-712c-lC) WAREHOUSES a. Warehousing areas which are located on the floor nearest grade shall be made accessible. (2-712c-2A) b. Warehousing areas on other floors that are provided with access by level entry, ramp or elevator shall be made accessible. (2-712c-2A) c. Office areas shall be accessible. (2-712c-2B) d. Sanitary facilities serving the above be made accessible (2-712c-2C) CROUP R-l HOTEL, MOTEL AND DORMITORY OCCUPANCY REQUIREMENTS Jin. Applies to privately and publicly funded hotels, motels and dormitor) buildings and complexes (2-1213a) a Provide guest room(s) or dormitory room(s) together with their sanitar) facilities thai are accessible to and usable by the physical!) handicapped (2 I213a*l) b. Hotel, motel and dormitory bathrooms beyond those required in item "a" above need not comply with the provisions of Sec 2-1213d provided all bathroom entrance doors have a clear open- ing width of 32 inches and are sliding or swing out from bathroom (2-12I3d Exception I) c. Every entry, opening or passage door opening to any area must have * 32" mm clear opening (2-1213a-2) d. Public and common use rooms shall be made accessible (2-1213a-3) e. Recreational facilities including swimming pools shall comply with Sections 2-61 Ic and 2-1107a (M213a-4) f. Bathroom entrance doorways shall have an 18** clear space to the side of the strike edge of the door on the swing side of the door. (2-1213d-l) g. When accommodations are provided with kitchen units, at least one and no less than one for every 25 of such accommodations provided, shall comply relative to accessible kitchen facilities with subsection 2-1213b-2,3,4. (2-1213a-5) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. (2-110b-llB4) . The area of specific addition, alteration and/or repair, shall comply with the provisions of this Code. •. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. b. Restrooms, water fountains, and public telephones which serve said specific area shall be accessible to handicapped persons. c. Information regarding handicapped accessiblity shall be posted In lobby per Sec. 2-522b-8 DA 2/4/88 DOCUMENTATION OF UNREASONABLE HARDSHIP 3ob Address_ Owner Plan File No._ Date It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 accessibility, as specifically noted below: J. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXCEPTED 2. The cost of all construction without excepted items, is . 3. The impact on financial feasibility of the project, if the requested exception is not approved is . . The facility is used by the general public for the purpose of_ 5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: (Complete if over$6^,081 value in No. 2 above) 6. Exceptions requested, and data provided, by:_ NAME ADDRESS SIGNATURE TELEPHONE Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HCA-1 22716 REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determire of work proposed in eacn application for a Building Permit. to be used, shall be the total value of all construction we: the permit is issued as well as all finisn work, painting, : electrical, plumbing, heating, air conditioning, elevators, uishing systems and any other permanent equipment. Uniform Code Section 304 (a) —************************** **"x* ***************************************** APPLICANT PLEASE COMPLETE the value The value 'k for which oof ing, fire exting- Building SITE ADDRESS PLAN CHECK NO. DESCRIPTION OF PROPOSED WORK AREA OF 1 1 REMODEL 1 1 TENANT IMPROVEMENT 1 1 ADDITION PROPOSED WORK INCLUDES: NEW NEW NEW NEW NEW NEW SUSPENDED CEILING HVAC FIRE SPRINKLERS PARTITIONS PLUMBING ELECTRICAL aenaaaa YES YES YES YES YES YES | — ]annaa NO NO NO HO NO NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK? [ ]YES [ ]NO ITEMIZED COST ESTIMATE IS ATTACHED [ ] YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:? THIS VALUE IS BASED ON: II DESIGNER'S ESTIMATE II CONTRACTOR'S ESTIMATE II OTHER, DESCRIBE BASIS THE ABOVE INFORMATION IS TRUE AND CORRECT _ I I APPLICANT I) DESIGNER II CONTRACTOR********************************************************************** PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE CD YES EH NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. II YES 11 NO BY: DATE: 4/22/85 Page 1 of 2 Remodel Or Tenant Improvement Information Form Plan File No. gd '—£,({-£' Project Address Z-Z-fO Jurisdiction £*& &. L. «=. £> Date REMODEL OR TENANT IHPRDVDCNT BUILDING CODE I^ORHATION REQUIRED PRIOR TO PLAN SUBHITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-11 be provided or the approved plans be provided for the existing building. 0 0 Circle the existing type of construction for this building: I, II-FR., 11-lhr., 1I-N, Ill-lhr., III-N, IV, V-lhr-.CO? Does this building have fire sprinklers throughout7 CS^ No Does the proposed project create a change in use or occupancy classification1' Describe the previous use of the project area Yes Describe the proposed use of the project area Existing Building Area 3 7 P0 0 S> How many stories are in this building7 What story is the improvement on7 Does this project involve alterations to: Existing fire walls Existing floor or roof loads Existing building structure Existing HVAC equipment Existing electrical service loads Existing lighting fZ Yes Yes Yes Yes Yes Yes Improvement Area 5 7, £>&& S/ ^&QTH- No No No No If "YES", see if 10 below No No If "YES", see 010 below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Area lighting Yes No HVAC equipment Yes Yes No Water heating Yes Will the proposed project significantly alter any element that was approved7_ No If "YES", see 010 below No No HANDICAPPED ACCESS TACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building stairs & elevators Yes No Building entrance doors Yes No Existing public restrooms Yes No ENERGY DOCuTCNTATION a. Remodels to existing conditoned spaces require that a Form CF-l (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. b. Provide copies of all existing CF-1 Forma for this building. c. Provide a copy of any existing approved energy design for the building. 12/16/87 Page 2 of 2 PLANS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c. If structural revisions or increased Jive or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by Title Jurisdiction Prepared by:Blag. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO. <?£•-<?<£# ^ BUILDING ADDRESS 2-1^0 C»£A/0<k or APPLICANT/CONTACT JJ£t./VP&- He. 6 &£"J PHONE NO. C?i 4-) <£ 7<£ - / 7 7,r" BUILDING OCCUPANCY £? ^ TYPE OF CONSTRUCTION /- A/ BUILDING PORTION 7fei*wr ive&'SeH&or (om^&*> } /f k-V Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA 3 7. 00 0 f] L^*,bvr-eJW^n9 - DESIGNER PHONE CONTRACTOR VALUATION MULTIPLIER /£". 57> • \ <2_ \ y^( § 0 § PHONE VALUE £&4?^5VD ^^ \ *)'£>£> , D&fD ' ' 1 &^^^ Building Permit Fee $_ Plan Check Fee $ COM HE N TS- & SHEET I OF / 12/87 Reviewed By: J^Hz^K Uate^gtpSfj^Reviewed By: Date0)•MQ Q CO TJ(V V 9) Date: ^//^/^^ Plan Check No. QRo b<* Project Address: ^2^0 Project Name: U V\ \ Vv>K<s Field Check Date: ENGINEERING CHECKLIST LEGEND / I- A ^n~ /ij- /fDp^iv\oS ( 7 f 1 ^/ 1,2,3 By LEGAL REQUIREMENTS Site Plan Item Complete Item Incomplete Your Action - Needs Number in circle indicates plancheck number that deficiency was identified n D D d a a 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. 3. 4. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE . 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water mam, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED p] ("I f~1 10> Park-in-Lieu fees required. Quadrant: Fee Per Unit. • Total Fee 11. Traffic impact fee required. Fee Per Unit- _, Total Fee- fa 6"&g<. 12. Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee- \\ 13. Public facilities fee required. 11. Facilities management fee required. Fee:<%£>. 15. Additional EDU's required: \^ .U _ Sewer connection fee 'tilL. V^O^* Sewer permit no. 16. Sewer lateral required: /V/A REMARKS: /S O.K. to issus>- — -~) <szs~. - g^ Date A If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. reD CQ •O 1 0) DC V mQ CQ •o 50) OJ 0) (QQ CQ T30) 0) 0)a: r- (N M ^»= =«*:=«= U CJ UQ. Q. O. D ED D D n D n n PLANNING CHECKLIST Plan Check No.Address / X-Type of Project and Use Zone PM Use Allowed? YES Setback: Front A/A Side tJ/fa Rear y/fo .—' Facilities Management Zone NO School District: San Dieguito Carlsbad ft( Discretionary Action Required YES Environmental Required YES Landscape Plan Required YES Comments Coastal Permit Required YES Additional Comments ffo4ftNJ6 is OK. . /#$ &&es Encmitas San Marcos NO /X. Type NO 0< NO [V l\ NO PC /££QP . J*P} SSfaC& /3&>V(0*&tt OK TO ISSU DATE •f ~~t - > - 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 City of Car&bab F/flE DEPARTMENT PLAN CHECK REPORT PROJECT JvhiTTA\<££ (. £ S fcc.br/ ADDRESS 22^0 j*^* * f*\ -•*•»»• /I -««— A . ADDRESS ^ .. • X XI ?v -—• . ^f^ _ OWNER PAGE1 OF. APPROVED DISAPPROVED PHONE 7*9 ' II 75" OCCUPANCY _£iZ CONST TOTAL SO FT STORIES ylSPRINKLERED ^TENANT IMP APPROVAL OF TO THE P THE TED ON CONFORMING ANWOR MAKING ECTIONS: 1. 2. 3 5. NS, AND PERMITSPLANS, Provide one copy of: floor plan(s); site plan; Provide two site plans showing the locatlon&f al| existing fire hydrants within 200 feet of the project. Provide specifications for the following: _^ -. : stand pipes, drycnwAteal, halon, nstallatlon. Permjjgjwausquirad for the Installation o|$H'flr» protection systems ferlnkl CO/aJarmsyhydrants). Plan roust be ap^nwed by the fire department prior The business owner shall complete a building Information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required:s£LAutomatlc fire sprinkler* (Design Criteria: D Dry Chemical, Halon, COi (Location- D Stand Pipe* (type; Q Rre Alarm fType/toca,t loiv DAn feer lUi a minimum rating of q, ft. orpportlon.thereof wlth.a to be located: Other. 8. Additional fire hydrant(s) shall be provided - r^ 13 EXITS . ' T% . 9. Exit doors shall be openable from the Inside without the use of a Jtey or any special knowledge*** effort. .10. A sign stating, " This door to remain unlocked during business flours" shall be placed above the main exit and doors , , j - . . .11. EXIT signs (6" x %" Jetters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL .12. Storage, dispensing or use of any flammable or Combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. , Buildlng(s) not approved for high piled combwrtiWe stock. Storage in closely packed pile*ahaRflotexowd 15 feet in height, 12 feet on pallet* or in raoka and6 feet for tires, plastics and some flarr^ablefkM^tf *t#trtock ptl- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements / <: .15. Comply with regulations on attached sheets) Plan Examiner. iledio arReport mailed to architect .Met with Data- \.Attach to Plans AJIT RAMHJHM i ASXOOIATES CONSULTING STRUCTURAL. ENGINEERS INC. 2101 SO. ATIANTJC BLVD. LOS ANGELES. CALIFORNIA 80O40 C 2 I 3 ) 263-0083*263-0796 JOB £ DATE ENGINEER ft"!- E I 8 STRUCTURAL CALCULATIONS FOR. WHITTAKER COMMAND CONTROL SYSTEM FACILITY AJIT S. RANDHAYA, SE2009 JUIT MMMUnM S JUSBOUTEB corusuiruwo smaucTUftAt EWGUWEEBS mtc. 21O1 SO XrL>J<riCm.VO.LCSAHCELE5.C>UJFO»«'<Ul.»QO*0 (2133 263-9083»263-073S JOB tf DATE ENGINEER ® ® (8) © 0) TABLE OF CONTENTS LOADING CRITERIA ROOF FRAMING FLOOR FRAMING COLUMN J FOUNDATION DESIGN SEISMIC DESIGN PANEL DESIGN MISCELLANEOUS SHEET 1 U-t^-Ui ^i-R>^ f, ^ r^ C,-fs3' ^r^rft ^-?l! AJIT RAMDHAVA & ASSOCIATES LOADING CRITERIA 01/26/88 A JIT RANDHAVA & ASSOCIATES JOB 87130 ROOF DEAD LOAD LOADING CRITERIA W=3.0 psf 1.5 psf 1 0 psf 1.5 psf 2 0 psf 1 5 psf 1.5 psf 3 0 psf 15.0 psf 2.0 psf ROOFING PLYWOOD RAFTER PURLIN CEILING SPRINKLERS MISC & MECH. GYPBOARD DL FOR PURLIN BEAM & MISC. 17 0 psf DL. FOR BEAM LIVE LOAD 20 / 16 / 12 psf AJIT EAHBBAVA S ASSOCIATES CONSULTING STRUCTURAL BUGINEERS INC. 21OT SO. ATLANTIC BLVD. LOS ANOEUES. CALIFORNIA »OO*O TELEPHOMC NO. (2ia) z«-«o«3, (213) aes-oraa LOADING CRITERIA R.OOR D.L.M.O 2.5 3.0 3.0 1.5 3.0 27.0 3.0 30.0 PSF PSF PSF PSF PSF PSF PSF PSF PLYWOOD JOIST '_-.'.' CEILING SPRINKLER MISCELLANEOUS AND DRYWA1JL D.L. FOR JOIST BEAN PSF D.L. FOR BEAM L.L. SOIL 100 PSF REDUCEABUE . PSF 00 PSF CONTINUOUS SPREAD AJIT RANDHAVA & ASSOCIATES ROOF FRAMING DESIGN JUIT RANDHAUA S ASSOCIATES CONSULTING STRUCTURAL ENGINEERS INC. 2101 80. ATLANTIC BLVD.. LOS ANGELES. CALIFORNIA BOO4O TELEPHONE NO. (213) 203-9083. (213) 203-0736 OCWCN . .. M :-x 01/26/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 ROOF FRAMING DESIGN ******************* W (DL) W (LL) 15 psf 20 psf SP'ACING @ B'-O" o/c W (TL)= BENDING 8 *( 120 + 15 + 160 = 20 ) 280 plf TYP 4x PURLIN fb= 1500 psi fv= 95 psi E= 17OOOOO psi M=W*L=V8 , S=M/Fb=12*W*L=/(8*Fb) L==[S*Fb/(1.5*W)] * THE MAXIMUM SPAN CAN BE SIZE 4 x 14 L== 102.41 * 1875 /( SIZE 4 x 16 La= 135.66 * 1875 /( SIZE 4 x 18 L2= 173.57 * 1875 /( Fb= 1.25 * 1500 = 1875 GOVERN'' 1.5 * 280 )= 457.194 L max = 21.382 ft 1.5 * 280 )= 605.631 L max = 24.609 ft 1.5 * 280 )= 774.902 L max = 27.837 ft DATE. «1O1 M. ATLANTIC BLVD. LOS ANQBUM, OAUPONNIA I NO. (£1*1 tM-tOM. Ct1«) tO-OTM Lou) •* ••" tCD <£ tcc A __ C& k CD 1 00 1 I t <o 1 ( 3 UN <£ - - T 1 <£» t or CQ • « 4 cc ' < f* T I V ^- * ; - . " ' : 111 01/26/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 ********************************************************************** BEAM WITH CANTILEVER DESIGN B-3 LENGTH BETWEEN SUPPORTS =51.000 ft LEFT CANT. LENGTH = 9.00 ft RIGHT CANT. LENGTH = 11.500 ft McL= ( McL= ( McR= ( McR= ( M+= ( Sreqd= ( CHECK LEFT 16.26 ( CHECK LEFT le= Cs= Fb' = Sreqd= 6.98 * 11.91 * 4.15 * 7 . 08 * 0.64 * 133.91 *12/ SHEAR ) RIGHT 13.04 1 SLENDERNESS 182.52 13.70 2.26 565.9 9.00 )+< 0.38 * 9.OO )+( 0.64 * 11.50 )+( 0.38 * 11.50 ) + ( 0.64 * 51.00 *)/8 -1/2* ( (1.25 * 2.4) = Areqd 25.85 EFFECT) 9.OO z) /2 9.00 3) /2 11.50 =) /2 11.50 = ) /2 78.12 + 72.70 )= 535.6 USE 5.125 x Scf = Camber= s= RIGHT le= 233.22 Cs= 15.48 Fb'= 2.17 Sreqd= 548.0 78.12 133.27 72 . 70 124.01 133.91 27 . OOO 569.0 1.49 622 . 69 DL TL DL TL t ! in AJIT RANDHAVA & ASSOCIATES JOE:87130 *#********###****#**#****#************* BEAM WITH CANTILEVER DESIGN LENGTH LEFT RIGHT McL= ( McL= ( McR= ( McR= ( M+= ( Sreqd= (CHECK LEFT 13.12 ( CHECK LEFT le= Cs= Fb' = Sreqd= BETWEEN SUPPORTS =45.000 ft CANT. LENGTH = 11.5O ft CANT. LENGTH = 0.000 ft 4.15 * 11.50 )+( 0.36 * 7.08 * 11.50 )+( 0.64 * 0.00 * O.OO )+( 0.38 * O.OO * O.OO ) + ( 0.64 * 0.64 * 45.00 =)/8 -1/2* ( 126.61 *12/ (1.25 * 2.4) = SHEAR ) RIGHT Areqd -1.37 101.55 SLENDERNESS EFFECT) 233.22 15.05 2.20 541.9 B-4 11.50 =) /2 = 72.70 DL 11.50 =) /2 = 124.01 TL O.OO =) /2 = O.OO DL 0.00 = ) /2 = O.OO TL 72.70 + 0.00 )= 126.61 1- 1 5O6 . 5 USE 5.125 x 25.500 Scf= 510.8 Camber= 2.23 in S= 555.42 RIGHT le= O.OO Cs= 0.00 Fb'= 2.40 Sreqd= 0.0 01/267 SB A JIT RANDHAVA & ASSOCIATES JOB-.8713O ********************************************** SIMPLY SUPPORTED BEAM DESIGN B-5 LENGTH 37.00 ft W = ( 11.20 * 17.00 )+( 13.50 * 17.00 ) DL + ( 11.200 * 12.000 )+(13.5OO * 12.0OO ) LL 0.420 + 0.296 = 0.716 I If TL M= 1.5O * 0.716 * 37.0O = = 1470.9 "\ B= 1470.92 /( 1.25 * 2.40 )= 49O.31 REACTION DL TL USE 5.125 * 25.500 •T -7-7 -i -» *?e / • f / X O • .£. %J —••— —. — — — —- Mj _r Scf= 510.80 CAMBER* 2.08 ****#**********************************#*#**********#*#*******#j|()|c**jt;]|c# SIMPLY SUPPORTED BEAM DESIGN B—6 LENGTH 22.00 ft W = ( 11.20 * 17.0O )+( 13.5O * 17.OO ) DL + ( 11.200 * 12.0OO )+(13.500 * 12.000 ) LL O.420 + 0.296 = 0.716 * If TL M= 1.50 * O.716 * 22.0O = = 520.0 "k S= 520.03 /( 1.25 * 2.40 )= 173.34 REACTION DL TL USE 5.125 * 18.000 Scf= 264.56 CAMBER= 0.74 01/26/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 BEAM WITH CANTILEVER DESIGN B-7 LENGTH LEFT C RIGHT C McL= ( McL= ( McR= ( McR= ( M+= ( Sreqd= )W ( CHECP LEFT 18.00 ( CHECK LEFT le= Cs= Fb' = Sreqd= BETWEEN SU :ANT. LENGTH :ANT . LENGTH 7.77 * 13.25 * 4.62 * 7.88 * 0 . 72 * 148.99 *12/ SHEAR ) RIGHT 14.42 1 SLENDERNESS 182.52 14.O7 2.24 634.1 iPPORTS =51.000 ft 1 = 9.00 ft 1 = 11.500 ft 9.OO )+( 0.42 * 9.00 )+( 0.72 * 11.50 )+( 0.42 * 11.50 )+( 0.72 * 51.00 *)/B -1/2* ( (1.25 * 2.4) « Areqd 39 . 33 EFFECT) 9.00 *) 72. 9.00 z) /2 11.50 z) /2 11.50 2) /2 86.92 + 80.88 )= 595.9 USE 5.125 x Scf= Camber= S= RIGHT le= 233.22 Cs= 15.91 Fb'= 2.15 Sreqd= 617.1 86.92 148.27 80 . 88 137.98 148.99 28 . 500 630 . 2 1.41 693 . 80 DL TL DL TL kl in 01/26/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 BEAM WITH CANTILEVER DESIGN B-8 LENGTH LEFT RIGHT McL= ( McL= ( McR= ( McR= ( M+= ( Sreqd= ( CHECK LEFT 14.51 (CHECK LEFT le= Cs= Fb' = Sreqd= BETWEEN SUPPORTS =45.000 ft CANT. LENGTH = 11.5O ft CANT. LENGTH = 0.000 ft 4.62 * 11.50 )+( 0.42 * 7.88 * 11.50 )+( 0.72 * 0.00 * 0.00 ) + ( 0.42 * 0.00 * 0.00 )+( 0.72 * 0.72 * 45.00 *)/B -1/2* ( 140.87 *12/ (1.25 * 2.4) = SHEAR ) RIGHT Areqd -1.61 112.30 SLENDERNESS EFFECT) 233.22 15.48 2.17 6O9 . 7 11.50 =) /2 11.50 z) /2 0.00 =) /2 0.00 2) /2 80.88 + 0.00 )= 563.5 USE 5 . 125 x Scf= Camber= S= RIGHT 1 e= O . OO Cs= 0 . 00 Fb'= 2.4O Sreqd= O.O 80.88 DL 137.98 TL 0.00 DL 0.00 TL 140.87 I- 1 27 . 000 569 . 0 2.09 in 622.69 01/26/88 AJIT RANDHAVA & ASSOCIATES JOB-.87130 ************************************** BEAM WITH CANTILEVER DESIGN ******************************** B-9 LENGTH BETWEEN SUPPORTS =51.0OO ft LEFT CANT. LENGTH = 0.00 ft RIGHT CANT. LENGTH = 11.5OO ft McL= ( McL= ( McR= ( McR= ( M+= ( Sreqd= ( CHECK LEFT -2.13 ( CHECK LEFT le= Cs= Fb' = Sreqd= 0.00 * O.OO ) + ( 0.45 * O.OO * O.OO )+( O.77 * 7.60 * 11.50 )+( 0.45 * 12.97 * 11.5O )+( 0.77 * 0.77 * 51.00 =)/8 -1/2* ( 2O0.35 *12/ (1.25 * 2.4) = SHEAR ) RIGHT Areqd 19.74 152.86 SLENDERNESS EFFECT) 0 . 00 0.00 2.40 0 . 0 0.00 z) /2 = 0.00 DL 0.00 =) /2 = 0.00 TL 11.50 =) /2 = 117.45 DL 11.50 =e) /2 = 2O0.35 TL 0.00 + 117.45 )= 193.02 kl 801.4 USE 5.125 x 33.000 Scf= 831.3 Camber= 1.96 in S= 930.19 RIGHT Cs= 17.12 Fb'= 2.06 Sreqd= 933.7 '01726/88 AJIT RANDHAVA & ASSOCIATES JOB;87130 ******************************************** SIMPLY SUPPORTED BEAM DESIGN B__ i f\±\.' LENGTH 33.50 ft W = ( 13.50 * 17.00 )+( 13.20 * 17.00 ) DL + '( 13.500 * 12.OOO ) + <13.200 * 12.000 ) LL 0.454 + 0.320 - 0.774 Hf TL M= 1.50 * 0.774 * 33.50 = = 1303.4 "\- S= 1303.44 /( 1.25 * 2.4O )<= 434.48 REACTION DL TL USE 5.125 * 24.000 7 i.f*i 1 "} Q"7 —_—. —• wv X ^_ m f f ^^•™«™ ~™^1 Scf= 455.53 CAMBER= 1.82 101/26/88 AJIT RANDHAVA & ASSOCIATES JQB;8713< *********************************************** SIMPLY SUPPORTED BEAM DESIGN W = ( 13.50 * + ( 13.500 * 0.454 + M= 1 . 50 * S= 562.14 /( REACTION DL 400. w DC**************** SIMPLY SUPPORTED W = ( 13.50 * + ( 13.5OO * 0.454 + M= 1 . 50 * S= 669.00 /( REACTION DL 5 A C=• *T*3 17.00 ) + < 13.20 12.000 )+( 13.200 0 . 320 = 0 . 774 0 . 774 * 22 . 00 1.25 * 2.40 TL 8 t=ir~' . D — ******************BEAM DESIGN 17.00 )+( 13.20 12.000 )+( 13.200 0 . 320 = 0 . 774 0 . 774 * 24 . 00 1.25 * 2.40 TL 9r>o• ^!V B— JL J. LENGTH 22.00 ft * 17.00 ) DL * 12.000 ) LL k 1 f TL = = 562.1 "k )= 187.38 USE 5.125 * 16.50O Scf= 224.46 CAMBER= 1 . 04 H*********************************** LENGTH 24.00 ft * 17. OO ) DL * 12.000 ) LL Hf TL = = 669.0 "t- )= 223. OO USE 5.125 * 1S.OOO Scf= 264.56 CAMBER= 1.13 AM ttOI SO. ATLANTIC <tt«» *l AJIT RANDHAVA & ASSOCIATES FLOOR FRAMING DESIGN .1 ^ *T ATLANTIC BLVD. LM NOuttlS) 81 - tlOl «O. ATLANTIC M.VO. UM ANMU ; NO. <t1» IM <OM. <f1*> iU 1—^-"+ U) s* >GM M_ tlOl SOL ATLANTIC M.VO, L0« , \A) .e- -f- f 101 »0. ATLANTIC M.VO, L<M t NO. <t1*> UJ AJIT RANDHAVA & ASSOCIATES COLUMN & FOOTING DESIGN 01/28/88 AJIT RANOHAVA & ASSOCIATES ft***************************^ INT. COLUMN ?/ FOOTING DESIGN F1/C1 P= 23.OO * 50.00 *( 17.00 + 12.OO ) 20.72 + 14.63 = 35.35 k H'- 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4" A.B. Pu= 1.4 * 20.72 + 1.7 * 14.63 = 53.88 V 53.88 qu= * 3.00 = 4.572 ksf 35.35 ************************^ INT. COLUMN */ FOOTING DESIGN F2/C2 P= 23.00 * 50.00 *( 17.00 + 12.0O ) 19.94 + 14.08 = 34.02 k HI'- 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4" A.B. Pu= 1.4 * 19.94 + 1.7 * 14.08 - 51.85 V 51.85 qu=: * 3.00 = 4.572 ksf 34.02 1/29/88 - 12: 2:48 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F1/C1 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X MOMENT-Y (KIPS) (KIP-FT) (KIP-FT) 53.88 0.00 0.00 MINIMUM FOOTING DIMENSIONS ~ (FEET) DEPTH LENGTH-X WIDTH-Y 1.00 0.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y t 11.00 11.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) A.57 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 UTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 375 3.75 1.00 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1 2 3 4 (SEE DATA SHEET) 4.04 4.04 4.04 4.04 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + MY(C/J) - 72.82 + 0.00 + 0.00 = 72.82 "LENGTH DIRECTION=== MAXIMUM MOMENT (K-FT/FT) ALLOW. STRESS 152.05 3.84 STEEL AREA REQ. (SQ.IN./FT.) 0.109 ttlN.TEflP. STEEL (.0018) HIN.FLEX. STEEL <200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT)0.00 0.259 0.320 0.000 ECTIVE WIDTH FOR MOMENT ABOVE = n SHEAR (KIPS) = 10.78 45.0 INCHES »«=WIDTH DIRECTION=== MAXIMUM MOMENT (K-FT/FT) ftlN.TEflP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) flOflENT TRANSFERRED BY FLEXURE <K~FT> EFFECTIVE WIDTH FOR flOMENT ABOVE « BEAM SHEAR (KIPS) * 10.78 3.84 0.00 45.0 INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.109 0.259 0.320 0.000 1/29/88 - 12? 2:56 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** .RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F2/C2 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 51.85 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 11.00 11.00 MOflENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.57 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 3*5fl 3.50 1.00 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.44 4.44 4.44 4.44 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + (1Y(C/J) - k67.83 + 0.00 + 0.00 = 67.83 ""LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) niN.TEflP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) ftOMENT TRANSFERRED BY FLEXURE 3.53 (K-FT) TECTIVE WIDTH FOR MOMENT ABOVE = BEAM SHEAR (KIPS) - 9.26 0.00 42.0 INCHES 0.100 0.259 0.320 0.000 «=WIDTH DIRECTION MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (,0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 9.26 3.53 (K-FT) 0.00 42.0 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.100 0.259 0.320 0.000 01/28/88 AJIT RANDHAVA & ASSOCIATES INT. COLUMN & FOOTING DESIGN F3/C3 P= 25.00 * 50.00 *( 17.00 + 12.00 ) 22.53 H~ 15.90 = 38.43 P '= 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4" A.B. PLI= 1.4 * 22.53 + 1.7 * 15.90 = 58.57 k 58.57 qu= * 3.00 = 4.572 \ sf 38.43 INT. COLUMN «• FOOTING DESIGN P= 25.00 * 50.00 *( 17.00 + 12.00 ) 21.89 + 15.45 = 37.34 k Kl'= 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4" A.B. F4/C4 Pu qu= 1.4 * 21.89 + 56.91 1.7 * 15.45 = 56.91 .0O = 4.572 ksf 7.34 1/29/88 - 12? 3: 4 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** ECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F3/C3 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 58.57 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0,00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y ,11.00 11.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.57 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 3.75 3.75 1.00 ^'- SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.38 4.37 4.37 4.37 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + MY(C/J) = }79.16 + 0.00 + 0.00 = 79.16 «»"LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) WIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) WOMENT TRANSFERRED BY FLEXURE (K-FT) ACTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 11.71 4.18 0.00 45.0 INCHES 0.119 0.259 0.320 0.000 ===WIDTH DIRECTION*""* MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 4.18 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 11.71 45.0 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.119 0.259 0.320 0.000 1/29/88 - 12: 3:11 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** OCTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F4/C4 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 56,91 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 11.00 11.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.57 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 3^75 _ 3.75 l.OQ 5'- „ SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADSCORNER: i 2 3 4 (SEE DATA SHEET) 4.26 4.26 4.26 4.26 PUNCHING SHEAR STRESS VALUES - (PSI) P/A + MX(C/J> + MY(C/J) = 76.92 + 0.00 + 0.00 = 76.92 ==»LENGTH DIRECTION—* ALLOW. STRESS 152.05 STEEL AREA REQ, (SO.IN./FT.) MAXIMUM MOMENT <K-FT/FT> ftZN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) nOMENT TRANSFERRED BY FLEXURE (K-FT) 4.06 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVEBEAM SHEAR (KIPS) * 11.38 45.0 INCHES 0.115 0.259 0.320 0.000 «*WIDTH DIRECTION"*- MAXIMUM MOMENT (K-FT/FT) flIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL <200/FY) flOMENT TRANSFERRED BY FLEXURE <K-FT> 4.06 EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) - 11.38 0.00 45.0 INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.115 0.259 0.320 0.000 01/29/88 AJIT RANDHAVA & ASSOCIATES ******************************************************* INT. COLUMN & FOOTING DESIGN F5/C5 P= 23.00 * 28.00 *( 17.00 + 12.00 ) 11.60 + 8.19 = 19.80 k Kl'- 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4" A.B. Pu= 1.4 * 11.60 + 1.7 * 8.19 = 30.17 fc 30.17 qu= * 3.OO = 4.572 ksf 19.80 ********************************************************************* INT. COLUMN & FOOTING DESIGN F6/C6 P= 27.00 * 50.00 *( 17.00 + 12,00 ) 23.64 + 16.69 = 40.32 k \\'= 15'-2" , USE 5" STD. PIPE , W/ 11x11x3/4 BASE PL. W/ 4 - 3/4- A.B. Pu= 1.4 * 23.64 +• 1.7 * 16.69 = 61.46 k 61.46 qu= * 7.00 = 4.572 \ sf 40.32 1/29/88 - 13:51J 0 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F5/C5 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 30.20 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 11.00 11.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.57 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE? CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 2.75 2.75 1.00 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER? 1234 (SEE DATA SHEET) 4.20 4.20 4.20 4.20 PUNCHING SHEAR STRESS VALUES - (PSI) P/A * MX(C/J) * MY(C/J) = 33.21 •»• 0,00 + 0.00 = 33.21 =*=LENGTH DIRECTION=== MAXIMUM MOMENT (K-FT/FT) ALLOW. STRESS 152.05 1.68 STEEL AREA REQ (SQ.IN./FT.) 0.047 ftlN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) ttOMENT TRANSFERRED BY FLEXURE <K-FT> EFFECTIVE WIDTH FOR MOMENT ABOVE » BEAM SHEAR (KIPS) * 2.75 0.00 33.0 INCHES 0.259 0.320 0.000 ===WIDTH DIRECTION"* MAXIMUM MOMENT (K-FT/FT) ttlN.TEMP. STEEL (.0018) WIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 1.68 0.00 STEEL AREA REQ. (SQ.IN./FT.) 0.047 0.259 0.320 0.000 EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) - 2.75 33.0 INCHES 3 5W 1/29/88 - 12s 3?25 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REU~312B.P1 *** .RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F6/C6 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 61.46 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 11.00 11.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.57 STEEL RATIO RHO (OMEGAfcF'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 4.00 4.00 1.00 A)«" 5$ /( a.* SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER? 1 2 3 4 (SEE DATA SHEET) 4.05 4.05 4.05 4.05 PUNCHING SHEAR STRESS VALUES - (PSI) P-/A •«- MX(C/J) + MY(C/J) = 85.25 + 0.00 -H 0.00 « 85.25 ===LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) WIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE <K-FT> A.56 0.00 TECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 13.44 47.0 INCHES 0.130 0.259 0.320 0.000 ==»WIDTH DIRECTION"— MAXIMUM MOMENT (K-FT/FT) WIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 4.56 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVE = 47.0 INCHES BEAM SHEAR (KIPS) - 13.44 STEEL AREA REQ. (SQ.IN./FT.) 0.130 0.259 0.320 0.000 GL 01/29/88 AJIT RANDHAVA & ASSOCIATES COLUMN AND FOOTING DESIGN *****#*#*#**####*##*####**##*#**#*##*#*#****^ F7/C7 f soil =3 Isf ! Trlb. A ! DEAD L. ! LIVE L. ROOF ! 408 ! 17 ! 12 MEZZ : 192 : 30 : 100 LL R*/. = LOADING FROM DEAD L. LIVE L. TOTAL ROOF 6.94 4.90 11.83 MEZZ 5.76 18.55 24.31 MISC. 5.OO 5.00 SUM 17.70 23.45 41.15 tip COLUMN DESIGN kl'= 27.00 ft \l'= 14.OO ft LOAD= 11.83 t-ip LOAD 41.15 kip USE W 8 :; }l , W/14xl4;;l BASE PL. , W/ 4 - 1" A.B. Pu = 1.40 * 17.70 + 1.70 * 23.45 = 64.64 k 64.64 qu = * 3.00 = 4.71 t sf 41.15 1/29/88 - 12: 3:33 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN, 1977 ACI F7/C7 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 64.64 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 14.00 14.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.71 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 14.00 14.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 4.00 4.00 1.00 4!,0 SCSl < 1*2 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADSCORNER: 1234 (SEE DATA SHEET) 4.25 4.25 4.25 4.25 PUNCHING SHEAR STRESS VALUES - (PSI) P/A + MX(CAJ) + MY(C/J) = 72.53 + 0.00 H 0.00 = 72.53 —LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) WIN. TEMP. STEEL (.0018) MIN.FLEX. STEEL <200/FY) MOMENT TRANSFERRED BY FLEXURE <K-FT> 4.05 0.00 WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 12.12 48.0 INCHES 0.115 0.259 0.320 0.000 =*»WIDTH DIRECTION»== MAXIMUM MOMENT (K-FT/FT) ttlN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) - 12.12 4.05 O.OO 48.0 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.115 0.259 0.320 0.000 -I? 01/29/88 AJIT RANDHAVA & ASSOCIATES COLUMN AND FOOTING DESIGN F8/C8 f soil = Trlb. A ! DEAD L. ROOF MEZZ 663 312 LOADING FROM ROOF MEZZ MISC. SUM 17 30 DEAD L. LIVE L. 12 100 LIVE L.TOTAL ========:=======::=::==:=: ====:=:==: = ==:=::=====:=:==:=.=:=: 11.27 9.36 8.00 28.6: 7.96 27.16 J5.il LL R'/. = 12 . 36.52 8.00 63.74 l-ip COLUMN DESIGN Kl'= LOAD= 27.00 ft 19.23 \- ip USE W 8 ;: ^ 1'= 14.00 ft LOAD 63.74 kip W/14xl4xl BASE PL.W/ 4 - 1" A.B. Pu 1.40 * 28.63 + 1.70 * 35.11 = 99.77 k 99.77 63.74 :.OO = 4.70 tsf 1/29/88 - 12: 3:40 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *%* .RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 AC! F8/C8 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 99.77 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 14.00 14.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.70 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 14.00 14.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 5.00 5.00 1.00 r "">-0 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.20 4.20 4.20 4.20 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) t- MY(C/J) = i22.67 + 0.00 + 0.00 = 122.67 ===LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) WIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) flOMENT TRANSFERRED BY FLEXURE (K-FT) 7.33 FECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 24.94 0.00 50.0 INCHES 0.212 0.259 0,320 0.000 ===WIDTH DIRECTION*" MAXIMUM MOMENT (K-FT/FT) MIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE = BEAM SHEAR (KIPS) = 24.94 7.33 0.00 SO.O INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.212 0.259 0.320 0.000 Ql/29/88 AJIT RANDHAVA & ASSOCIATES #******#***************************************** COLUMN AND FOOTING DESIGN F9/C9 f soil =ksf ! Trlb. A ! DEAD L. ! LIVE L. ROOF ! 714 MEZZ ! 336 LOADING FROM ROOF MEZZ MISC. SUM COLUMN DESIGN 11 II DEAD 12 10 9 31 17 30 L. .14 .08 .00 *-VJ-\ : 12 ! 100 LIVE L. 8.57 28 . 60 37.17 TOTAL 20.71 38.68 9 . 00 68.39 tip LL R7. = 14 Kl'= 27.00 ft LOAD= 20.71 tip USE W 8 x *}| Kl'= 14.00 ft LOAD 68.39 kip W/14xl4;;l BASE PL.W/ 4 - 1" A.B. Pu = 1.40 * 31.22 106.80 qu = * 68.39 1.70 * 37.17 = 106.89 i.OO = 4.69 1/29/88 - 12? 3?47 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV~312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN, 1977 ACI F9/C9 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 106.89 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 14.00 14.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4,69 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 14.00 14.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) r 5.00 5.00 1.00 5-0 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: l 2 3 4 (SEE DATA SHEET) 4.49 4.49 4.49 4.49 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + MY(C/J) - i31.42 + 0.00 + 0.00 « 131,42 ="==LENGrH DIRECTION ALLOW. STRESS 152.05 STEEL AREA REQ, (SQ.IN./FT.) MAXIMUM MOMENT <K-FT/FT) MIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 7.85 0.00 •FECTIVE WIDTH FOR MOMENT ABOVE - BEAM SHEAR (KIPS) = 26.72 50,0 INCHES 0.228 0.259 0.320 0.000 ===WIDTH DIRECTION=== MAXIMUM MOMENT (K-FT/FT) flIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE •= BEAM SHEAR (KIPS) = 26.72 7.85 0.00 50.0 INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.228 0.259 0.320 0.000 01/29/88 AJIT RANDHAVA & ASSOCIATES COLUMN AND FOOTING DESIGN F10/C10 f soil fcsf Trlb. A ! DEAD L. ROOF ! MEZZ i LOADING FROM ROOF MEZZ MISC. 564 ! 17 ! 564 ! 30 i DEAD L. 9.59 16.92 0.00 LIVE L. 12 100 LIVE L. ===:=:=:= = : 6.77 J9.48 s ss ™ « ssz ssz zx sstzz z; zs « SUM 26.51 46.25 LL R7. = 1-0 TOTAL 16.36 56.40 0.00 = =ss::= — :==:=: 72.76 kip COLUMN DESIGN Kl'= 27.00 ft LOAD= 16.36 Kip USE W 8 x 9) \ 1'~ 14.00 ft LOAD 72.76 kip W/14:cl4;jl BASE PL.W/ 4 - 1" A.B, Pu = 1.4O * 26.51 + 1.7O * 46.25 = 115.73 k 115.73 qu = * 72.76 1.00 = 4.77 t sf 1/29/88 - 12: 3:55 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** .RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F10/C10 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 115.73 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 14.00 14.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.77 STEEL RATIO RHO (OMEGA*F'C/FY> 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 14.00 14.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) i.25 5.25 1.00 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.41 4.41 4.41 4.41 PUNCHING SHEAR STRESS VALUES - (PSI) P/A + MX(C/J) + MY(C/J) » 144.34 + 0.00 + 0.00 * 144.34 ===LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ (SO.IN./FT.) MAXIMUM MOMENT (K-FT/FT) MIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL <200/FY) MOMENT TRANSFERRED BY FLEXURE EFFECTIVE WIDTH FOR MOMENT ABOVE - BEAM SHEAR (KIPS) = 30.31 8.75 (K-FT) 0.00 50.0 INCHES 0.255 0.259 0.320 0.000 ===WIDTH DIRECTION=== MAXIMUM MOMENT <K-FT/FT) HIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE EFFECTIVE WIDTH FOR MOMENT ABOVE - BEAM SHEAR (KIPS) = 30.31 8.75 (K-FT) 0.00 50.0 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.255 0.259 0.320 0.000 01/29/88 AJIT RANDHAVA & ASSOCIATES COLUMN AND FOOTING DESIGN F11/C11 Trlb. A DEAD L. ROOF MEZZ 637 637 LOADING FROM =========== 17 30 DEAD L. LIVE L. 12 10O LIVE L.TOTAL ROOF MEZZ MISC. SUM 10.83 19.11 8 . 00 37.94 7.64 44.59 52.23 18.47 63 . 70 8 . 00 90.17 1- f soil =ksf LL R'/. = 30 COLUMN DESIGN Kl'= 27.00 ft LOAD= 18.47 kip USE W 8 x °f I Kl'- 14.00 ft LOAD 90.17 kip W/i4;<14xl BASE PL.W/ 4 - 1" A.B. Pu = 1.40 * 37.94 •+• 141.91 qu = # 90.17 3.00 = 1 . 7O * 4.7 52.23 = 141.91 k- 1/29/88 - 12: 4: 2 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV~312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F11/C11 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 141.91 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 14.00 14.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.72 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 14.00 14.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 5.75 5.75 1.17 . -<\ SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.54 4.54 4.54 4.54 PUNCHING SHEAR STRESS VALUES - (PSD P/A •«• MX(C/J) + MY(C/J) - 129.94 + 0.00 + 0.00 - 129.94 ===LENGTH DIRECTION»== ALLOW. STRESS 152.05 STEEL AREA REG. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) I1IN.TEMP. STEEL (.0018) WIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) ^EFFECTIVE WIDTH FOR RODENT ABOVE ' BEAM SHEAR (KIPS) = 35.99 11.27 0.00 56.0 INCHES 0.3O2 0.400 0.000 =»»WIDTH DIRECTION*" MAXIMUM rtOrtENT (K-FT/FT) MIN.TEMP. STEEL (.0018) HIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) - 35.99 11.27 (K-FT) 0.00 56.0 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.260 0.302 0.400 0.000 01/29/88 AJIT RANDHAVA & ASSOCIATES ******************************************************************** WALL PANEL FOOTING DESIGN ******************************************************************** F12 f soil ksf ROOF MEZZ 1*1 A I 1WHL.L. Trlb. A 213 213 t 8 ! DEAD L. 1 ! 17 ! 30 Ht. ! 30 LIVE L. 12 100 L 17 LOADING FROM DEAD L. LIVE L ^ S ;S S3 32 SI 35 31 3C 35 3! » 32 S 33 32 35 33 3Z S3 S3 !3 — SS SE S3 SZ S5 33 35 35 TIT ?T T^ T^T ROOF 3.6 2.6 MEZZ 6.39 20.226 WALL 51 MISC. 0.0 TOTAL 6.2 26.616 51 0.0 LL R7. = 5, TOTAL 61.0 +83.8 kip Pu = 1.4 * 61.011 + 124.14 1.7 * 22.782 = 124.145 k qu = * 83.793 ;.00 = 4.445 l-sf 1/29/88 - 12? 4UO *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN, 1977 ACI F12 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 124.20 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 8.00 8.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) UIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.44 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 5.50 5.50 1.33 jL y ( SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADSCORNER: 1234 (SEE DATA SHEET) 4.39 4.39 4.39 4.39 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + MY(C/J) * 118.17 + 0.00 + 0.00 = 118.17 ===LENGTH DIRECTION*" ALLOU. STRESS 152.05 STEEL AREA REQ, (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) niN.TEnP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) WOMENT TRANSFERRED BY FLEXURE (K-FT) 11.99 0.00 'EFFECTIVE WIDTH FOR MOMENT ABOVE » 55.9 INCHES BEAM SHEAR (KIPS) • 32.07 0.229 0.345 0.478 0.000 =«»WIDTH DIRECTION"" MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) flOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE ' BEAM SHEAR (KIPS) = 32.07 11.99 0.00 55.9 INCHES STEEL AREA REQ, (SQ.IN./FT.) 0.229 0.345 0.478 0.000 Ql/29/88 AJIT RANDHAVA & ASSOCIATES WALL PANEL FOOTING DESIGN F14 ROOF MEZZ WALL Trlb. A i DEAD L. :oo ZOO 17 30 Ht. 8 LOADING FROM DEAD L. LIVE L. 12 100 16 LIVE L.TOTAL ROOF MEZZ WALL MISC. =========== 3.4 TOTAL 6 48 0.0 57.4 2.4 19.2 5.8 25.2 48 0.0 f soil =fcsf LL R7. = 4 21.6 = 79.0 kip Pu = 1.4 * 57.4 + 1.7 * 21.6 = 117.08 k 117.08 qu = 79 3.00 = 4.446 ^sf 1/29/88 - 12? 4:17 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN*1977 ACI F14 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 117.10 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 8.00 8.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.46 STEEL RATIO RHO (OMEGA*F'C/FY> 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 5.50 5.50 1.33 5 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.15 4.15 4.15 4.15 PUNCHING SHEAR STRESS VALUES - (PSI) P/A + MX(C/J) + MY(C/J) • 111.42 + 0.00 + 0.00 « 111.42 —LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REQ (SQ.IN./FT.) IOMENT (K-FT/FT) , STEEL (.0018) , STEEL <200/FY) IANSFERRED BY FLEXURE (K-FT) FOR MOMENT ABOVE (KIPS) - 30.23 11.30 0.00 55.9 INCHES 0.216 0.345 0.478 0.000 DIRECTION**" IQttENT (K-FT/FT) , STEEL (.0018) , STEEL (200/FY) IANSFERRED BY FLEXURE (K-FT) 11.30 0.00 STEEL AREA RE8. (SQ.IN./FT.) 0.216 0.345 0.478 0.000 ********* ********* 5f E WIDTH FOR MOMENT ABOVE = 55.9 INCHES *R (KIPS) = 30.23 1/29/88 - 12? 4J24 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN, 1977 ACI F16 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONALr 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 147.50 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 8.00 8.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.45 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 6,00 6.00 1,33 \ SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADSCORNER: 1234 (SEE DATA SHEET) 4.38 4.38 4.38 4.38 PUNCHING SHEAR STRESS VALUES - (PSD P/A •*• MX(C/J) + MY(C/J) = 142.60 + 0.00 + 0.00 = 142.60 ===LENGTH DIRECTION=== ALLOW. STRESS 152.05 STEEL AREA REG, (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) fllN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 14,57 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) • 41.05 55.9 INCHES 0.280 0.345 0.478 0.000 ===WIDTH DIRECTION—" MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE < BEAM SHEAR (KIPS) » 41.05 14.57 0.00 55.9 INCHES STEEL AREA REG). (SQ.IN./FT.) 0.280 0.345 0.478 0.000 c 01/29/88 AJIT RANDHAVA & ASSOCIATES WALL PANEL FOOTING DESIGN F17 f soil =ksf ROOF MEZZ Trlb. A 485 230 t 8 ! DEAD L. ! 17 30 Ht. I ! 30 LIVE L. 12 100 L 10 LOADING FROM ;53 ™ ££ SS S2 3S 3313 3S ™ 2ST 3S 2 ROOF MEZZ WALL MISC. DEAD L.LIVE L. TOTAL ™ZT3ZCCZSM!S!S53Z wS5£3!35S!?™£SI^Z5S:5£Z3 «3T« »ZS2S 8.2 5.8 14.1 6.9 21.528 28.428 30 30 2.5 2.5 ====:== TOTAL =====:====== ====:==:=:==:=:=:==:=: 47.6 + 27.' LL R7. = 6, 75.0 kip Pu = 1.4 * 47.645 •+• 113.19 1.7 * 27.348 = 113.194 k qu = # 74.993 :.OO = 4.528 ksf 1/29/88 - 12: 4?32 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV~312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI Cd F17 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 113.20 0.00 niNinun FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 8.00 8.00 MQMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 nODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.53 STEEL RATIO RHO (QMEGA^F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 5.25 25 1.33 F V5~3> S<s» y SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER:1 4.39 2 4.39 3 4.39 PUNCHING SHEAR STRESS VALUES - P/A •«• MX(C/J) + MY(C/J) * 106.65 + 0.00 + 0.00 = =»=LENGTH DIRECTION=-= 4 4.39 (PSI) 106.65 (SEE DATA SHEET) ALLOW. STRESS 152.05 STEEL AREA REQ, (SD.IN./FT.) MAXIMUM MOMENT (K-FT/FT) ttlN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE = BEAM SHEAR (KIPS) » 27.92 10.78 0.00 55.9 INCHES 0.206 0.345 0.478 0.000 ===WIDTH DIRECTION"* MAXIMUM MOMENT (K-FT/FT) MIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE • BEAM SHEAR (KIPS) • 27.92 10.78 0.00 55.9 INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.206 0.345 0.478 0.000 a 01/29/88. A JIT RANDHAVA & ASSOCIATES ft************************ 3)^ WALL PANEL FOOTING DESIGN__ J.—._______-.__________.— ___ CT 1 Q n xo P= 24.GO * 22.00 *( 17.0O + 12.00 ) ROOF + 6.00 / 12.00 * 0.15 * 18.00 * 16.00 WALL 8.98 + 6.34 21.60 30.58 + 6.34 = 36.91 TOTAL Pu= 1.4 * 30.58 + 1.7 * 6.34 = 53.53 I- 53 . 58 qu= -------- * 3.00 = 4.35 I- sf 36.91 ************^*************^^ WALL PANEL FOOTING DESIGN F»-\f-\^.IJ 0.00 * 12.00 *( 17.00 + 12.00 ) ROOF 6.0O / 12.00 * 0.15 * 18.00 * 2O.OO WALL 4 . 08 + 2 . 88 27 . OO 31.08 + 2.88 = 33.96 TOTAL Pu= 1.4 * 31.08 + 1.7 * 2.88 = 43.41 ^ 48.41 qu= # 3.00 = 4.28 ksf 33.96 1/29/88 - 12? 4:39 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F18 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 53.58 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 6.00 6.00 MOMENT-Y (KIP-FT) 0.00 • (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.35 STEEL RATIO RHO (OMEGA>F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) ,, f' 3.75 3.75 1.33 5, -°( SC9 V ! b SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.09 4.09 4.09 4.09 PUNCHING SHEAR STRESS VALUES - (PSI> P/A * MX(C/J) + MY(C/J) = 52.43 + 0.00 + 0.00 = 52.43 ALLOW. STRESS 152.05 ===LENGTH DIRECTION===STEEL AREA REC1 (SO.IN./FT.) MAXIMUM MOMENT <K-FT/FT>MIN.TEMP. STEEL (.0018)MIN.FLEX. STEEL (200/FY)rtOMENT TRANSFERRED BY FLEXURE (K-FT) 5.03 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVE - BEAM SHEAR (KIPS) = 8.98 45.0 INCHES 0.345 0.478 0.000 ===WIDTH DIRECTION»»= MAXIMUM MOMENT (K-FT/FT) ttlN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE ' BEAM SHEAR (KIPS) = 8.98 5.03 0.00 45.0 INCHES STEEL AREA REQ. (SQ.IN./FT.) 0.095 0.345 0.478 0.000 1/29/88 - 12: 4:47 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F20 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 48.41 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 6.00 6.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y O.OO STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.28 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 3.50 3.50 1.33 _ SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.23 4.23 4.23 4.23 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) •<• MY(C/J) - 46.04 -»• 0.00 + 0.00 = 46.04 *==LENGTH DIRECTION""* ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) niN.TEnP. STEEL (.0018) MIN-FLEX. STEEL (200/FY) nOMENT TRANSFERRED BY FLEXURE EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 6.96 4.45 (K-FT) 0.00 42.0 INCHES 0.083 0.345 0.478 0.000 ===WIDTH DIRECTION=== MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT> 4.45 0.00 STEEL AREA REQ. (SQ.IN./FT.) 0.083 0.345 0.478 0.000 EFFECTIVE WIDTH FOR MOMENT ABOVE = 42.0 INCHES BEAM SHEAR (KIPS) = 6.96 01/29/88 AJIT RANDHAVA & ASSOCIATES *#*#*##**#*#****#**#**#*#*#***#**************#*****#***************** WALL PANEL FOOTINB DESIGN F21 P= 17.00 * 12.0O *( 17.0O + 12.00 ) ROOF + 6.0O / 12.00 * 0.15 * 18.00 * 17.00 WALL 3.47 + 2.45 22.95 26.42 + 2.45 = 28.87 TOTAL Pu= 1.4 * 26.42 + 1.7 * 2.45 = 41.15 \- 41.15 qu= * 3.0O = 4.28 fcsf 28.87 1/29/88 12? 4*54 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV~312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH OESIGNrl977 ACI F21 ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL, INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 41.15 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.33 0.00 COLUMN SIZE - (INCHES) LENGTH-X UIDTH-Y 6.00 6.00 MOMENT-Y (KIP-FT) 0.00 - (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) 4.28 STEEL RATIO RHO (QMEGA*F'C/FY) 0,006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 3.50 3.50 1.33 3, SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1 2 3 4 (SEE DATA SHEET) 3.64 3.643.64 3.64 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + (1Y(C/J) - 39.14 + 0.00 + 0.00 = 39.14 ===LENGTH DIRECTION™* ALLOW. STRESS 152.05 STEEL AREA REQ, (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 3.78 0.00 EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 5.92 42.0 INCHES 0.071 0.345 0.478 0.000 **=WIDTH DIRECTIONS— MAXIMUM MOMENT (K-FT/FT) HIN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) MOMENT TRANSFERRED BY FLEXURE (K-FT) 3.78 0.00 STEEL AREA REQ. <SQ.IN./FT.) 0.071 0.345 0.478 0.000 EFFECTIVE WIDTH FOR MOMENT ABOVE = BEAM SHEAR (KIPS) = 5.92 42.0 INCHES 01/29/88 AJIT RANDHAVA & ASSOCIATES **X*******X************^^ INT. COLUMN » FOOTING DESIGN F22/C22 P= 15.00 * 25.OO *( 3O.OO + 100.00 ) = 11.25 + 37.50 = 48.75 I- '= 15'-2" , USE T.S. 5::5:<3/16 , W/ llxllxl BASE PL. W/ 4 - 1" A.B. Pu= 1.4 * 11.25 + 1.7 * 37.50 = 79.50 \> 79.50 qu= * 3.00 = 4.892 I-sf 48.75 Cc 1/29/88 - 12: 5: 2 *** SYSTEMS PROFESSIONAL PROGRAM NO. 54.1 REV-312B.P1 *** RECTANGULAR FOOTING WITH APPLIED MOMENTS - STRENGTH DESIGN,1977 ACI F22/C22 ALL INFORMATION PRESENTED IS FOR REVIEW r APPROVAL , INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY COPYRIGHT BY SYSTEMS PROFESSIONAL, 1983. INPUT VALUES LOADS (FACTORED) AXIAL MOMENT-X (KIPS) (KIP-FT) 79.50 0.00 MINIMUM FOOTING DIMENSIONS DEPTH LENGTH-X 1.00 0.00 COLUMN SIZE - (INCHES) LENGTH-X WIDTH-Y 11.00 11.00 MOMENT-Y (KIP-FT) 0.00 • (FEET) WIDTH-Y 0.00 STEEL YIELD STRESS-(KSI) 60.00 MODIFIED(FACTORED) SOIL PRESSURE (KSF) A.89 STEEL RATIO RHO (OMEGA*F'C/FY) 0.006 CONCRETE COMPRESSIVE STRENGTH-(KSI) 2.00 OUTPUT OF FINAL RESULTS FOOTING LENGTH WIDTH TYPE GIVEN GIVEN 1 NO NO MINIMUM FOOTING SIZE: CONSIDERING INPUT DIMENSIONS AND MOMENTS LENGTH WIDTH (INCHES) (INCHES) 12.00 12.00 FINAL FOOTING DIMENSIONS LENGTH (FT) WIDTH (FT) THICKNESS (FT) 4.25 4.25 1.00 SOIL PRESSURE (KSF) AT EACH CORNER FROM FACTORED LOADS CORNER: 1234 (SEE DATA SHEET) 4.61 4.61 4.61 4.61 PUNCHING SHEAR STRESS VALUES - (PSD P/A + MX(C/J) + MY(C/J) = 112.61 + 0.00 + 0.00 » 112.61 ===LENGTH DIRECTION*" ALLOW. STRESS 152.05 STEEL AREA REQ. (SQ.IN./FT.) MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE BEAM SHEAR (KIPS) = 18.71 6.11 0.00 47.0 INCHES 0.175 0.259 0.320 0.000 *=*WIDTH DIRECTION"* MAXIMUM MOMENT (K-FT/FT) niN.TEMP. STEEL (.0018) MIN.FLEX. STEEL (200/FY) ttOMENT TRANSFERRED BY FLEXURE (K-FT) EFFECTIVE WIDTH FOR MOMENT ABOVE = BEAM SHEAR (KIPS) = 18.71 6.11 0.00 47.0 INCHES STEEL AREA REQ. (SO.IN./FT.) 0.175 0.259 0.320 0.000 AJIT RANDHAVA & ASSOCIATES SEISMIC DESIGN S101 Ml ATLANTIC BLVD. LO9 MttmUn. OAUTOBNIA M04O I NO. (ttai IM tOM. (till 1—11 J m it -- -* ^ ?.vi_ ^ f-*» o \(i- L ' , t«" - VAJ '»*C. L 1 •^r - ««r P -f 5 <? c r•x C C < V ( < •s, ^^> ^V s, ^< ^ \ si 00rfce 11O1 ML ATLANTIC M.VB. LOS NO. (tt»> LouJ TUJi •micnwi. 1101 00. ATLANTIC BLVD. LOO tM 0000, CllOt JO**.M I *¥• 7l/\ AA/\r\7v 6 \Rkb X 4- Jifi. S1O1 «OU ATLANTIC BLVD. LO« ; NO. (I1*> - c U ~ Kfebft = S1O1 «O. ATLANTie KVO; LO« tftt NO. «i»» m •o»*r c*i*> IK- A 4 ^ f 101 tO. ATLANTIC M.VA. ilMXCtl*) SI ttOl M. ATLANTIC M.VO, LO« ; NO. (ti*> IM •OM. ftio *> --H -IT^ , 15 ttot ATLANTIC BLVD. to* NO. U1*> tt« 10M, ilia) Ao ft* wcii I * 8 4 1101 SO. ATLANTie BCVO, LO» INBglM. OAUFO1 i NO. (tiM M9-OOM. ttltt MS-07M V- to f Uf tMI «a ATUUmO M.VD, LOS NO. Ct1*> IM M««. CMtt Me Q C "7Okr V 1101 «0. ATlANTie W.VO. LO« NO. U1*> M» MM. <t1«| 1101 M. ATLANTIC W.VO, L(M AMMttJ i NO. (tit) i« •0«t, (t1«) . V J^o ( ftytvl^ l ) rx* f 101 90. ATLANTIC WuVO, ttt»> M*-«7M Y if- -\Tvx- f 10t «0. ATLANTIC »CVO, LO« ANMU NO. <tt«| tn <OM, CttS> -t-MV-I o^^XM S ^ <>>0 51 \> * ( «101 M, ATLANTIC UVD, ;NOuO1«l •- 1,5' \/ />OXIL -5 (^tt > tlOl M. ATLAimC M.VO, LM 6715 V, VA/V\/v -f TV AM f M1 ML ATLANTIC M.VB* I Mfr*OM.C>1S> Wf* Vi 4. C o.k./ I I 00- f, =L«4'ftmaJj<iiu*i wall £ uJ." 4 He** foul 5,5 ••*« (3 use- - * f 5 I e ^ »*T Try * 7*'x w AJIT RANDHAVA & ASSOCIATES MALL PANEL DESIGN 01/30/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 ***********#***************^ ***#***X*X**********X********X****i TILT-UP CONCRETE WALL PANEL DESIGN WALL PANEL HT. PARAPET HT. WALL PANEL THK., CONCRETE fc' REINF'G fy e = 3.5 = 15.000 ft = 2.000 ft = 6.000 in = 3.000 ksi = 60.000 ksi + o.OOO /2= 6.500 in RECESS=0.750 in FACTORED LOAD Pi= 11.000 * 14.000 = O.154 klf ROOF P2= ( 7.500 + 2.000 )* 6.000 / 12 * 150 = 0.713 Hf WALL W * 0.300 * 6.000 /12* 150 = 0.023 Hf WALL Pi +P2 = 0.867 1- If Pul= Pu2= Wu = Pul+Pu2== 0 0 0 0 .750 .750 . 750 .910 * * * VI f 1 1 1 . 400 . 400 . 870 * * * 0 0 0 .154 = .713 - . 023 = 0 0 0 .162 .748 .032 I If 1- If Hf NOMINAL MOMENT STRENGTH TRY # 4 @ 16 in o/c As= 0.910 / 6O.OOO T= 0.165 * 60.000 d= 6.000 /2- 0.750 Mn= 9.910 *( 2.250 0.9Mn= 0.9OO * 20.69 0.200 *12/16.000 9.91 \. ips, a » c 2.250 in 0.324 / 2 ) 18.62 "t- 0.165 in3 O.324 in 0.381 in 20.69 "V FACTORED ULTIMATE MOMENT Icr= Dn = Mu= 9.30O * 0.165 #( 2.250 5.587 20.69 15.000 = * 144. 00 9.6OO * 3122.0 5.587 1.500 * 15.000 = * 0.032 + 14.318 "I- 0.381 )=+ 12 / 3 * 0.381 4.004 in 0.162 * 6.500 /2+ 0.910 * 4.00 Mu= 14.313 0.9Mn= 13.o2 01- 01/30/88 AJIT RANDHAVA & ASSOCIATES JOB;87130 CHECK ON DEFLECTION LIMITATION Let limit= O.OO7 * 12 * 15.000 fr= 273.86 psi Ig= 12 / 12 * 6 . OOO =» = 216.0 Mcr= 273.86 * 216.00 / 2.250 = 26.291 "k 26.291 * 15.000 a *144.OO L}ir~ ~* ——————— ™———«— •————«-.— ^^— —»«—.—.—« _ (_' • i .^.^ in 9.600 * 3122.0 * 216.0 Ms= 1.500 * 15.000 = * 0.023 + 0.154 * 6.500 /2+ 0.867 * 1.26 9.186 "k Ms= 9.186 , Mcr = 26.291 Oh'1 01/30/88 AJIT RANDHAVA & ASSOCIATES JOB; 87130 TILT-UP CONCRETE WALL PANEL DESIGN WALL PANEL HT . ~ 27.OOO ft PARAPET HT. = l.OOO ft WALL PANEL THK . = 8 . 000 in CONCRETE fc' = 3.000 ksi REINF'G fy = 60.OOO ksi e = 3.5 + 8.000 /2= 7.500 RECESS= 0.750 in in FACTORED LOAD F'l= 12.000 * 14.0OO = 0.168 k If ROOF P2= ( 13.500 + 1.000 )* 8.0OO / 12 * 150 = 1.450 klf WALL W = 0.300 * 8.000 /12* 150 = 0.03O I If WALL PI +P2 = 1.618 klf Pui = Pu2= Wu = Pui+Pu: o 0 0 > 1 .750 .750 .750 .699 * * * Hf 1 . 400 1 . 400 1 . 870 * * * 0 1 0 .168 .450 .030 = s= = 0. 1. 0. 176 523 042 klf klf I- If NOMINAL MOMENT STRENGTH TRY @ 9 in o/c As= 1.699 / 6O.OOO T= 0.442 * 60.000 d= 8.00O /2- 0.750 Mn= 26.499 *( 3.250 O.9Mn= 0.900 * 74.65 0.310 *12/ 9.00O = 0.442 in= = 26.50 I- ips, , = 3.250 in - 0.866 / 2 ) = 67.18 " k a = 0 . 866 in c = 1.019 in = 74.65 "k FACTORED ULTIMATE MOMENT Icr= 9.30O * 0.442 *( 3.250 - 1.019 )=+ 12 / 3 * 1.O19' = 24.677 74.65 * 27.0OO = *144.0O 9.600 * 3122.0 * 24.677 — 10 B 5^5 in Mu Mu= 64.670 1.500 * 27.0OO s * 0.042 + 0.176 * 7.5OO /2+ 1.699 * 10. 6O 64.670 "t 0.9Mn= 67.18 0^ ' 01/30/88 AJIT RANDHAVA & ASSOCIATES JOB:87130 CHECK ON DEFLECTION LIMITATION Let limxt= O.OO7 * 12 * 27.000 2.268 in fr= 273.86 psa. Ig= 12 / 12 * 8. OOO * = 512.0 Mcr= 273.86 * 512.00 / 3.25O = 43.144 "I- 43.144 * 27.OOO 3 *144.00 Dr= 9.600 * 3122.0 * 512.0 0.295 in Ms= 1.500 * 27.000 = * 0.030 + 0.168 * 7.5OO /2+ 1.618 * = 37.105 "k Ms= 37.105 -..'. Mcr = 43.144 OK1 I T7. • i_ / ATLANTIC BLVD. LO« AIIMB.I NO. <ai*> tM tOtt. Ct1«l u.ll Th- 02/02/88 AJIT RANDHAVA & ASSOCIATES JOB;87130 WALL PANEL WITH 2-OPENING DESIGN WALL THICKNESS WALL HEIGHT PARAPET HEIGHT 8.00 in 28.00 ft 0.00 ft FROM FIN. FLOOR TO LEDGER fc' = 3.00 ksi fy = 6O.OO ksi BOND BEAM DESIGN ( TOP ) L= W sei.= W wind- Mu = TRY T= a= 0.9*Mn= 10 2 5 1 60 18 0 .00 .30 .50 .50 1 .00 .60 .90 ft * * * # * / ( * 0. 17 1 5 0 18 100 .00 .28 1 .85 .60 * * * EF * * * ( 0 1 0. 0 3 6 .30 .30 158 .31 .00 .50 = * * . * - 0.075 1.30 10.00 18.60 16.00 0.46 k/1 0.158 = = 30.22 k ) = 0.46 /2) =104. 99 k/1 GOVERN "k in "k Q.9*Mn=104.99 Mu=30.22 OK' ' BOND BEAM DESIGN W W 0. L= sei . = wind= Mu * TRY T= a= 9*Mn= 12 8 8 1 60 37 0 .50 .OO .50 .50 2 .00 .20 .90 ft * * * # * / ( * 0.100 17. OO 1.28 5 2 0.85 37 . 20 ( BOTTOM ) * * * EF * * * ( 0 1 0 o 3 6 .30 = .30 * .24 * .31 = .00 * .50 - 0. 1 12 37 16 0 24O k/1 .30 = 0.244 k/1 GOVERN .50 = - 73.0 "k .20 k .OO )= O.91 in .91 /2) =202. 36 "k 0.9*Mn=202.36 Mu=73.0 T-1 02/02/88 AJIT RANDHAVA & ASSOCIATES JOBs87130 PIER DESIGN ( LEFT ) WIDTH= 2.00 ft Pl'- as Pl"as Pl = P2= Plu» P2u= Vlu= V2u= Wu= TYP. V As eff T= Mn= 0.9*Mn Icr= r\mL/n » Mu= + + 7 2 0 10 0 0 0 Plu 1 1 0. ERT. = 25 60 81 = 0 9 12 47 9 0 ( 1 13 .00 .52 .00 .92 .10 .75 .75 +P2u .01 .95 073 RE I .41 .00 .21 .90 .30 / Z 4.0 .60 .75 .01 .36 * + + + * * ( * = k k fc/1 NF'G / * a™ * ( * * * * * * + * 12. 8. 0. 0. 103. 1. 1. 13. 60. 1. 1. 6. 474 1. 2. 17. 31 17. 1. 7. 00 4O 00 00 00 40 40 36 3 00 35 33 50 .0 35 00 00 22 00 95 5O * ( 30 10 *: 10 + 7 * 2 * 11 + 12 # 5 + 3 81 1 = 42 * ( 6 * 1 a * 144 * 33 z * O ) * 8 /4 + 25 .00 .92 .92 .00 .52 .48 .05 .00 .21 .33 6.6 .50 .56 .00 7.5 .07 .00 .41 + k = k * + a * EF * C5* /2)» "k —* "~ * * 10O. 0. 12. 1. 12. 25. 0. 1. 474 1. . 12. 1. 00 ) 00 k 00 * 0.000 - 11.48 70 * 8.40 ) - 13.36 05 41 k 31 = 1.35 56 .O "k 56 )» + 337 . 5 O C£ m f*TO in 00 95 « 374.0 "k 0.9*Mn= 426.6 ^' Mu= 374.0 OK' Aft M9-07M \A •t-b* 4--i P-7 02/02/88 AJIT RANDHAVA «e ASSOCIATES *****************#**********»**#*** He****** ********** !M*************** WALL PANEL WITH 2-OPENING DESIGN WALL THICKNESS WALL HEIGHT PARAPET HEIGHT fc' fy 3.00 ksi 60.00 ksi 6.00 in 15.50 ft 0.00 ft FROM FIN. FLOOR TO LEDGER BOND BEAM DESIGN w w L= sei .= wind= Mu = 7 3 7 1 .00 .75 .75 .50 ft * * * 0.075 17.00 1.28 * * * 0.30 1.30 0.223 SB * * 0.084 1.30 7.00 k/1 = =r • 0.223 20.87 k/1 GOVERN "k TRY 0/C T= a- 0.9*Mn= 6O 18 0 .00 .60 .90 */ ( * 0 18 1 .85 .60 * ** ( 0. 3. 3. 31 00 00 *- 18 16 0 .60 .00 .46 0.9*Mn= 46.40 Mu=20.87 0.46 in 16.40 " k OK1 02/02/88 AJIT RANDHAVA & ASSOCIATES PIER DESIGN PIER WIDTH - 4.63 ft Pi'- 8.13 Pl"= 0.00 Pl= 1.37 P2= 0.61 Plu« 0.75 P2u= 0.75 Plu+P2u Vu53 0 . 994 Wu= 0.169 * * + * * * s k k/1 TYP. VERT. REINF'G As eff= 6.23 T= 60 . 00 Mn= 62.03 * 0.9*Mn« 0.90 Icr= 9.30 12/3 172.50 n«i— _ — — 9.60 Mu= 1 . 50 + O.99 + 1.43 x * 3= ( * * * * * * * * 12.00 10. OO 0.00 7.5O 1.40 1.40 1.43 3 60.00 1.03 0.44 3.00 172.50 1.03 4.63 15.50 3122 15.50 7.50 6.50 * / 3 • * * + # + at _ = * * 2 * 2 */2 14.00 20.0O 1.37 4.57 1.37 4.57 4.80 5 3.00 62.03 0.44 155.25 ( 3.00 0.52 * 144. OO 61.88 * 0.17 8.0O + 6.23 1 . 37 k 0.00 k k k 1.43 4.80 6 . 23 k 0/C * 0.31 - c- 0.52 /2) =172. 50 "k "k 0.52 )» •s — — T OO i n / 15.50 * * 3.22 - 1.03 61.88 12.00 131.92 "k 0.9*Mn=155.25 > Mu=» 131.92 OK11 02/02/88 AJIT RANDHAVA & ASSOCIATES PIER DESIGN sassssstssaseamassssi PIER WIDTH PI'- 17.00 Pl"=» 0.00 Pl= 2.86 P2= 1.28 Plu= 0.75 P2u- 0.75 Plu+P2u Vlu= 0.994 V2u= 0 . 99 Wu= 0 . 366 = * * * * * k k k/1 TYP. VERT. REINF'G As eff= 13.04 T= 60.00 Mn= 124.64 * 0.9*Mn- 0.90 Icr= 9.30 12/3 348 . 53 9.60 Mu= 1 . 5O + O.99 + 0.99 + 2.9988 *A— ( * * * * * * * * * 10.00 12.00 0.00 0.00 7.50 1.40 1.40 3.00 6 60.00 2.08 0.41 3.00 348 . 53 2.08 10.00 15.50 3122 13.50 8.00 8.00 6.5 ft * 14.00 / O.OO 2.86 - 9.36 * 2.86 * 9.56 + 10.04 tt 5 + 6.00 - 124.64 0.41 - 313.68 * ( 3.00 * 0.48 a * 144.00 * 127.16 36 * O.37 * 7.50 * 7.50 /2 +13.039 2.86 0.00 k k 3 . 00 10.04 13.04 0/C * 0.31 c= 0.48 /2) =348. 53 11 k 0.48 3 3 < L / 15.50 / 15.50 * 3.1637 k k k 2. OS 11 k - 127.16 in * 12.00 * 12.00 - 275.31 0.9*Mn=313.68 > Mu= 275.31 OK' 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 Office of the City Engineer TELEPHONE (619)4381161 (Eitg nf OTarLsbafc DATE: Ernie Ferrer COUNTY OF SAN DIEGO Department of Public Works Building 1 Operations Center 5555 Overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. &OQ Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. LLOYD B. HUBBS City Engineer LBH:SEE:rp Enclosure:Application No. c: Building department Fred Rowlen, Encinas Plant Arnie Wing, Department of Health Services COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW ^ BUILDING P.C. N0.:_ (CHECK ONE) REVISED APPLICATION NO.: INDUSTRIAL CLASS: 31 . B Y;" ^ Jf^—^^^^i^. —— _____ DATE:_ Signature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: SITE APPLICANT; WfTHTfr f^tSJ2- ADDRESS; 3-2-30 C0??>flW$ C~f, / TYPE OF BUSINESS: APPLICANT'S ADDRESS; & B. WASTES AND PROCESSING: (Check where applicable) Domestic Waste Only |~| Industrial Waste |~| Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO BE DISCHARGED TO SEWER: ~> WASTE: TREATED: QUANTITY: AVERAGE GPD (Check One) UNTREATED"? (Daily) MAXIMUM " GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: /lJ\&t'//V/?Ar TITLE: SIGNATURE: >JSM ~ i^ _ DATE:/H Ifr 11 00 I O 00 OD H0 H EnEn EH OU CO H O • S HCO Ou JNk <$ ^ ^>& DC OLL. UJ -J•<EC{\•1j •^Oz1 ENGINEER•^U)UJtH AUlfCu.•*1-occ.ncc<c ^iC jQr.5UJ !Ii1 z K B < o y w Q. 2=J Ou.S(_iunuJo/~>-JtnMi£7oUJOuai3lVS — u o5°li5£P-^<C/3OaiSQLCLCQ Qocc r-a^y \ 1 I <x V c 1 O 5