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HomeMy WebLinkAbout2280 FARADAY AVE; ; CB890950; Permiten z 0 ;::: C a: C ..J u w 0 C ![ 8 C Ill 0 .., 3 ~ Ill z J; 0 z 0 ;::: C en z w IL ~ 0 u en a: w ..: a: 0 J; tl 0 I hereby affirm that I am licensed under provlalona of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby alflrm that I am exempt from the Contrac tor's License Law !or the !allowing reason (Sec 7031 5 Business and Professions Code Any city or county wh1U, re· quires a permit lo construct_ alter. improve, demol1s11, or repair any structure. prior fo its issuance also requires !heap· pllcanl tor such permit to file a s1qned statement that he 1s licensed pursuant lo the prov1s1ons of the contractor s License Law {Chapter 9 commencing w1117 Section 7000 of D1v1s1on 3 of the Business and Professions Code, or that rs ex empt therefrom and the basis tor !he allegea exemption Any v1olat1on of Section 7031 5 by an applicant for a perm11 sub 1ec!s the applicant to a c1v11 penalty of not more than five hun dred dollars ($500) 1. as owner of the property. or my employees with wages as !heir sole compensation will do the work. and the struc ture 1s not intended or oflered for sale (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work h1mse11 or through his own employees. provided that such 1mprnvemen1s are not intend- ed or offered for sale If, however, the building or 1mprnvz- ment 1s sold within one year of completion. the owner-builder will have the burden ol proving that he did not build or im- prove for the purpose of sale) I ! I, as owner of the property, am exclusively contracting with licensed contractors lo construct the proiect (Sec 7044. Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or 1m proves thereon, and who contracts for each pro1ects w1tn a contractor(s) license pursuant to the Contractor s License Law) I As a homeowner I am improving my home, and the follow mg conditmns exist· 1 The work 1s being per1ormed prior to sale 2 I have lived in my home for twelve months prior to completmn ol this work I have not claimed !his exemption during the last three years iolr t'h~: r~~~~~t under Sec ______ _ B & PC 1 ~ I hereby affirm that I have a cert1f1cate of consent to sell·insure or a cert1f1cate of Workers Compensation ln surance. or a cert1f1ed copy thereof (Sec 3800. Labor Code) POLICY NO COMPANY ,7 , Copy Is filed with the city D Certified copy Is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Thts section need not be completed 11 the permit Is for one hundred dollars ($100) or less) LJ I certify that In the performance of the work for which this permit Is issued. I shall not employ any person In any manner so as to become sub1ect to the Workers· Compen- sation Laws of Cal1forn1a NOTICE TO APPLICANT. If. after making this Certificate of Exemption. you should become subject to the Workers· Compensation provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked LJ I hereby affirm that there Is a construction lending agency for the performance of the work for wh+ch this per· mil Is issued (Sec 3097, C1v1I Code) Lende(s Name Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLAR'i\TIONS CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 APPLICATION & PERMIT ~;;;go . -~ +=A-,e__A-:Q ~ST. RO~:: BROS NO. ~, £: o; r;&:~r, BUSINESS LICENSE # · ···· / CONTRACTORS PHONE # T~-sueoil4'</'-7 ~~ASSESST 1,::L NO=l~~(""6'l... ,CONTRACTOR ~A'f&J-2.'1/-,:.SJ t) M . OWNER'S PHONE STATE LICENSE NO .. 0 ·u;:;i01J PllotFtc-l.f 3E-</IU /~17 DESIGNER'S PHONE OWNER'S MAILING ADDRESS ~ DESIGNER 2 3f1o r4 re:, ~ Jt~ /F ~ U.J'O k-STATE LICENSE NO. 1PTION OF WORK OEs;;~~ A,;1,A s-1- f t:..~-s. ,=. ~ ~ F /P vD "D PARKING SPACE GRADING PERMIT ISSUED FLRELEV NO STORIES I~~~ VALUATION rz,,~b570 ZONE 7 PERMIT NUMBER %'1oq~D BUILDING SQ. FOOTAGE I CENSUS TRACT RI YD ND 1 REDEVELOPMENT AREA ,o 's0 TYPE I DCC LOAD I FIRE SPR tifr:T ' " ~ NO Nor Valid Unless Machine Cemfied QTY. PLUMBING PERMIT· ISSUE 7:;u QTY I MECHANICAL PERMIT -ISSUE --. ~ EACH FIXTURE TRAP ~Lff,NSTALL FURN DUCTS iJP TD 100.000 BTU r EACH BUILDING SEWER OVER 100.000 BTU I~ EACH WATER HEATER ANO OR VENT 71 BOILER/COMPRESSOR UP TO 3 HP [--,,::::fEACH GAS SYSTEM I TO 4 OUT LETS 801LER/COMPRESSOR 3 15 HP EACH GAS SYSTEM 5 OR MORE ~/I METAL FIREPLACE EACH INSTAL. ALTER. REPAIR WATER PIPE 5( I VENT FAN SINGLE DUCT I EACH VACUUM BREAKER MECH EXHAUST HOOOiDUCTS -7,.. WAl,,('R SOFTNER RELOCATION OF EA FURNACE,HEATER fA/f;/RCJOF ORAIN I i~Sllll I DRYER VENT ? ll 'J N") (ii:>? TQT/;L MECHANICAL TO l Al"JUMHINl, T I I '1_.,,.-- QTY ELECTRICAL PERMIT -ISSUE '7~C.J QTY. MOBILE HOME SETUP NEW CONST,E~~MP SW! BKJl-:::;::;"\ i)~ %OD CAR PORT 1 PH . C/-°1)0 /13 PH_) ~ {.u::;y5 -AWNING EXIST BIOG EA AMP,~T ~ GARAGE I PH 3 PH REMODEL AL HR PER CIRCUIT TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY 130 DAYSI / Joo SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 001·810·00 008220 SIGN PERMIT 001810·00-00·8221 PLAN CHECK 001-810·00·00-8891 TOTAL PLUMBING 001-810·00-00-8222 ELECTRICAL OOJ.810·00·00·8223 MECHANICAL 001 810·00 00·8224 MOBILEHOME 001810 00-00-8225 SOLAR 001-810·00-00·8226 STRONG MOTION 880·519-92·33 ~,4-FIRE SPRIN~LERS 001-810·00·00·8227 PUBLIC FACILITIES FEE 320·810 00-00-87 40 BRIDGE FEE 360-810·00-00·87 40 PARK-IN-LIEU (AREA TIF 312-810-00-00-8835 LA COSTA TIF 311-810-00-00·8835 FMF LICENSE TAX,. 00181000008162 MFF-i,.._~ J. ("Qn880-51992·57 7 .,. ~VJ 7 T ,73 I/"},,.,,- ~o.S- ~.-J i.J- 7g. 1--Z-l ~ -%7C,to "'i),i-)34' 7 I . ; CREDIT DEPOSIT I / -, ~ ._S > l . . " .,. .. . . l 005 I '· .. ·. ~;O~A-l • . . . ,'·, . ,",',,'",','••,'/1·, •. I HAVE CAREFULLY. EXAMINED THE COMPLETED ··APPLICATION AND PERMIT'" AND DO HEREBY ·.. Exptratlon. Every ~rmit issued bythe8uildill90ltiellll tmderthl&p,qvis«)n_a:9'_11lts:.;•.:;,. CERTiFY UNOER .PE°NALTY: OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE. Code ~half expire by limUation and become null and Yotd II t~ building_or ~<>(~.-·::;::- TDTAL ElElfRICAL DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS aulhorized by such ~rmtl 15 not commence<! wtfhtn l80 day$ from thll daleof ~IJ¢h ·-:, ISSUED: TO COr.iPt.YV,ilTH ALL CITY. COUNTY ANO STATE LAWS GOVERNING BUILDING CON-~~~:~~n':,/~t'=~ ~:::::1~ffe~;h::~,:i:;h::=:i ·~~? rr~rt is~$~Rll'l~:l1r .. · STRUCTION. WHETH.ER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND . · , . · . KEEP HARMLESS. l'HE CrFY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO APPL_ICANT/ _SIGNATl-;JfE CONTRACTOR 0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE .,..,--;J_ ~ ~ ..:.J BY PHONE 0 .. GRANTING OF THIS PERMtT. ;;:::;.. •,,,__, ' . V APPROl;;L I~, 1to/'b1 7 . Q) u::: 2:-~ 0 n. E Q) I- I D 0 CJ C m (.) n. n. <i: I -"" C 0::: 0 Cf) Cf) Q) Cf) Cf) <i: ~ 0 Q) >- QJ (.) C m C u::: C Q) ::' c.'.) 0 u Q) n. Cf) C Q) .c ~ TYPE BUILDING OUNDATION EINFORCED STEEL F R M G IASONRY iUNITE OR GROUT s F SHEATHING FRAME D ROOF EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING I I I I I I I I I D SHEAR I I I l l I I I UNDERGROUND D WASTE D WATER TOP OUT D WASTE D WAtER TUB AND SHOWER PAN I GAS TEST I . 0 WATER HEATER 0 SOLAR WAT~R I ELECTRICAL I D ELECTRIC UNDERGROUND D UF.FER ROUGH ELECTRIC I D ELECTRIC SERVICE D TEMPORARY D BONDING D POOL I I I MECHANICAL I 0 DUCT & PLEM., D REF. PIPINq HEAT -AIR COND. SYSTEMS I VENTILATING SYSTEMS ' I . .---· I DATE INSPECTOR . . ' ~ ·.-:-- . CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE. ITEMS ABOVE HA VE BEEN.APPROVED .. FINAL : ~ PLUMBING I ) ' :,.-. ELECTRICAL I I ,,/ / . -. - MECHANICAL I I·-I .n1) A I Ul VJJ-A I GAS I I/If/I ;vv,,' BUILDING I I ' SPECIAL CONDITIONS I I I j I ' { <26-yqoq t>-tJ FIELD INSPECTION RECORD REO(,JIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES -... INSPECTOR'S INSPECTION· REQ IF DATE CHECKED APPROVAL ' .. ' .. . SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE -. .. . ,- OVER 2000 PSI PRESTRESSED CONCRETE . POST TENSIONED CONCR!cTE ' FIELD.WELDING HIGH STRENGTH BOLTS . SPECIAL MASONRY l PILES CAISSONc: --.. ·. . ' J ! --. ~-·· . ---. .. ,• - •--··· --· -. - -------- . ~ , -; ''--•. -C' . . .. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMA$ DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB '"\ ADDRESS ~~ 80 B ASSESSOR'S PARCEL NO. OWNER OWNER'S MAILING ADDRESS PAL-tFl PLAN ID NO. iq-9 5() · 7897 06/28/89 0001 01 05 Misc VALIDATION AREA CONTRACTOR -?~ -----------------------1 ESTMATED VALUATION I;;::::::,.£~ o::zt:-9 CONTRACTOR'S MAILING PLAN CHECK FEE 001-810-00-00-8821 A_D_D_R_E_SS __________________ ----1 IF THE APPLICANT TAKES NO ACTION CITY STATE LICENSE NO. ZIP BUSINESS LICENSE NO. TEL WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. ~755 755-00 SUBDIVISION---------LOT(S)-----------+--------------------- CHECK IF SUBMITTED: 2 ENERGY CALCS 2 1987 ENERGY CALCS , FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COST A LETTER ADDRESS SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY White -File Yellow -Applicant Pink -Finance Gold -Assessor .. . . . ~r ~· ~ ·. l'·,'' . ~•1 ..... • Yi.' EWER· PE·RMIT APPLICATION Development. Processing Services Olvision 2075 Las Palmas Drive Cartsbad, CA 92009-4859 (619) 438-1161 ·CASHIE -.,·r ·if__,., . ·i ~AUl>it.Tt ,,~·· · . 89 ()001 01. 04 . Sam tr. 317$ .. 00 AP LICANT TO FILL IN SHADED AREA SEWER PERMIT NµMBER:,lf.-!, -=S=E........_-=.:=-;...;.;7_...;X._,...· ·-ia..-.:.9__:&:.__ __ ., ' ·';' owN R: (Jr-J ,o N P 11c 1F, e-(c)fl tJtJ o .J MAIL! G ADDRESS: 2. 3q D f z,; r· t"",dc, t.( :a 1• l sh~ cf .J I •. ASSE ORS PARCEL NUMBE~ ' ;; -0 ~' ·COM ENTS: BUILDING TYP CALCULATIONS: 1;;; "/(-:, CONNEC ION COST PER UNI d '.i ('-: . ~. {' i l WHITE: DPS. ()REEN: Finance CANARY: Willer PINK: Bulld GOLD: leant f",:-:·J ' ,,J,;; '/ UNITS _JJ;;l7f (J;d. I . ·f, CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890950 FOR 01/19/90 DESCRIPTION: SUITE B CREATE 2 STORY LAB ISIS LABS 13460 SF TYPE: ITI ,r. INSPECTOR AREA MC PLANCK# CB890950 OCC GRP CONSTR. TYPE NEW STR: FL: STE: JOB ADDRESS: 2280 FARADAY AV APPLICANT: FERGUSON, JIM CONTRACTOR: NIELSEN CONSTRUCTION PHONE: 619 231-0751 PHONE: 619-291-6330 OWNER: UNION PACIFIC REMARKS: T2/MH/JIM/431-8574 SPECIAL INSTRUCT: PHONE: 619-438-4A~A, INSPECTOR q [_,-----,/ TOTAL TIME: --RELATED PERMITS--PERMIT# CB890707 SE890096 CB891726 CB891783 TYPE CTI swow SIGN SIGN STATUS ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical !----------------------+ --------------- --------------------------------------------- ***** INSPECTION HISTORY***** DATE 011290 011190 010390 122889 122689 122189 122189 122189 122189 121989 121989 121589 121589 121589 121589 121489 121489 121489 121489 121289 120889 120689 112989 DESCRIPTION Final Combo Final Combo Final Mechanical Rough/Ducts/Dampers Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Topout Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding ·Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Ducts/Dampers Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Combo ACT INSP CO MPC PI MPC PI MPC PI TP AP TP PA MPC PA MPC PA MPC PA MPC CO MPC CO MPC PA MPC PA MPC PA MPC PA MPC PA MPC CO MPC CO MPC CO MPC CO MPC CO MPC CO MPC PA MPC COMMENTS SEE LIST DATED 1-12-90 WITH CORRECTIONS EXT HOT & COLD CIR LINES TEST CEILING GRIDS ABOVE CEILING LIGHT FIXTURES A/C GRILLS HOSE XTNSIONS BKFLW DEVICE ADEQUATE HNGRS FOR BIG DUCTS CEILING GRID SYSTEM LIGHT FIXTURES A/C REGISTERS ETC. CEILING GRID CONDENSATE LNS TRANSFORMER SUPPORTS DUCT SUPPORTS MEETING W/ARCH/JOB SUPT SEE 11-21-89 SOUTH LAB RM CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890950 FOR 01/19/90 DESCRIPTION: SUITE B CREATE 2 STORY LAB TYPE: ITI JOB ADDRESS: ISIS LABS 13460 SF 2280 FARADAY AV STR: ,I' • INSPECTOR AREA MC PLANCK# CB890950 OCC GRP CONSTR. TYPE NEW FL: STE: ***** INSPECTION HISTORY***** DATE 112189 112189 111789 111789 111789 111789 111789 111689 111689 111589 111589 111489 111489 111489 111489 111489 111389 111389 110989 110989 110889 110889 110889 110889 110689 110289 110189 103189 102789 102789 102789 102789 101689 101689 101689 101689 100389 092789 092289 092189 092189 092189 DESCRIPTION Frame/Steel/Bolting/Welding Interior Lath/Drywall Service Change/Upgrade Interior Lath/Drywall Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Topout Rough/Topout Exterior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough Combo Interior Lath/Drywall Rough/Topout Rough Combo Rough/Topout Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Rough Combo Rough Combo Rough Combo Rough Combo Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Sewer/Water Service Rough/Topout Underground/Under Floor Ftg/Foundation/Piers steel/Bond Beam ACT INSP AP MPC PA MPC PA PK PA MPC PA MPC PA MPC CO MPC PA MPC PA MPC PA MPC PA MPC AP MPC AP MPC AP MPC AP MPC PA MPC PA MPC PA MPC PI MPC PI MPC PA MPC PA MPC PA MPC PA MPC PA MPC PI MPC PI MPC PI MPC PA MPC PA MPC PA MPC PA MPC PI MPC PI MPC PI MPC PI MPC PA WM AP MPC AP 24 PA MC AP MC AP MC COMMENTS MEZ FLR FRAMING CORRECTIONS MEZZ FRMNG DETS. 5,6,7,8/S-2 REST OF WALLS & CLNG JSTS WASTE, VENTS, H20 LNS WALLS DUCTWORKS SOFFIT\ SOFFIT OFFICE AREAS 1ST & 2ND FLOOR 1ST & 2ND FLOOR 1ST & 2ND FLOOR 1ST & 2ND FLOOR NORTH PERIMETER WALLS A.C.CIRC. H20 LNS WALLS, SOUTH RM SOUTH WALL, FURRING STUDS EXH. DUCTS, SOUTH RM WALLS WALLS WOOD FRAMING/FLOOR NAILING OK REST OF UG WASTE LINES WASTE LINES NONE NONE INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS __ 2_2_8_0_F_ar_a_da_,_y_A_v_e_ ..... ,_#B_,,___ca_r_l_sb_a_d_.,_CA_9_2_0 __ 0 ___ 8 .... , ___ I=S=I=S ____ Ph ___ arm==a=c..._y ___ _ CEILINGS Batts: Type Manufac:turer Thickness 3 ½" R-Value 11 -----___ ........____ --- Blown: Type Manufacturer Thickness R-Value ----------EXTERIOR WALLS Type Manufacturer Thickness R-Value -------------- FLOORS Type Manufacturer Thickness R-Value -- General Contractor License# ---------------------- By Title Date ------------------------------ Schmid Insulation Contractors, Inc. License# 221517 C-2 .£J. . By. 0<4Aw,. h. Title Vice President Date -------- James McGraw Associates Memorandum. Date December 20, 1989 Project ISIS PHARMACEUTICALS Project Number J359 To Mer Camero, Carlsbad Building Inspection From Jim Ferguson ,f RE: 2280 Faraday B; Ductwork support After assessing the support of the ductwork in Room 110, we have concluded that with some minor alterations the provided supports will be adequate. The total weight of the main vertical ductwork is only 200 to 300 lbs. Th-is is partially supported by the horizontal branches which are adequately supported by purlins. In addition, four straps support the vertical ductwork off of built-up 2 X members. There are two corrections that should be made: a) Rivet the one support strap at the horizontal branch transition point (if not already provided) to prevent the strap from slipping. b) Insure all four support straps for the main vertical ductwork are secured and taut (one appeared disconnected or very loose). cc. Jim Varey, Nielson Construction - Architecture Planning Interiors 654 India Street San Diego, California 92101 TEL: 619 231 0751 FAX: 619 231 4396 ~"-"''" _____ .... ,.. _____ ,.,,_.~, -_,...,._ .. -......... ~ ..... . ) .. \.: ~ISTE·RED INSPECTOR'S WEEK~ Y. ·REPORT COVERING WORK PERFORMED ~EINFORCED CONCRETE WHICH REQUIRED APPROVAL O PRE-STRESSED CONCRETE BY THE SPECIAL INSPECTOR OF O REINFORCED MASONRY CONSTRUCTION LABORATORIES 6455 NANCY RIDGE DRIVE, SUITE 200 SAN DIEGO, CA92121 (619) 587·0250 0 STRUCT. STEEL ASSEMBLY 0 REINFORCED GYPSUM 0 GLUE-LAM. FABRICATION 0 OTHER 0 PILE DRIVING JOB ADDRESS"'?-, ~ r-:;,./7,. JI. A....-_,,-,,.,,, /1, _A A ~ ~¥-1--t r ~~ C RN-U I FORWEEK NO. / OF ; PG ENDING ; 1 -1 7 CONSTR MATL (TYPE, GRADE, ETC.) r?i. ~,1c 'J.!? £.T1fE.- DESIGN STRENGTH I S~9,E OR MFGR. ~ p5=:.1 fft;;:~1<.L..]) DE~CR"E MATL. (MIX DESIGN, RE BAR GRADE & MFGR.) ,-.r~(L qi=.~~~ . B';2J;j1i:,'-. q I PLAN FILE NO. ENGINEER G";~AL CONTRACTOR I 1&11 -~ INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Includes information about· amounts of material placed or work performed; number, type, and identify numbers of test samples taken: structural connections (welds made, h.t. bolts torqued) checked; etc. I/ , I , CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA· TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS. /9. 0 URE OF REGISTERED INSPECTOR cJ'-/5Z REGISTER NUMBER l IRVINE TESTING LABORATORY, INC. ,_ • _ 15.,MASON, IRVINE, CA 92718 {711') 951-8886 (213) 830-8032 CONSTRUCTION LABORATOAIE~ 8455 NANCY RIDGE DRIVE, SUITE 200 SAN DIEGO, CA 92121 (619) 587--0250 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF DESCRIBE MTL. (TYPE. GRADE. SOURCE) n u <::> &/ZADG:-i2.£ BA t<-' INSPECTOR'S REPORT -· -{>'· TM REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY FOR WEEK ENDING CONTR HIGHLAND TESTING LABORATORY, INC. 1832 S. COMMERCENTER CIRCLE, SUITE A SAN BERNARDINO, CA 92408 (714) 884-a828 HIGHLAND TESTING LABORATORY, INC. 68-703 PEREZ RD., SUITE 10 CATHEDRAL CITY, CA 92234 (819) 328-2322 D STRUCT. STEEL ASSEMBLY D FIREPROOFING D OTHER Nl£t...5£/'J 0/\!51-C-0. SUBCONT1 / I I I I LAB TESTING SAMPLES x.c. c;-- REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines, etc.); identity all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; rec·ord all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. This is to certify that the above reported inspections were made in accordance with the approved plans and specifications I certify C'-M·PC· SPECIALTY NO. .LJXN7Y ..,6GENQ' ..::L. L . .t,::::, • 0. l l f CITY OF CARLSBAD 1200 EUl/l AVENUE CARLSBAD, CA 92008 D 1906 Orange Tree Lane Suite 240 Redlands, CA 92374 714/792-4222 • fax 714/798-1844 CLIENT: UN I ON PACIF!C !~[::ALTY COMPANY SET 7721 AGE NOMINAL LAB NUMBER (DAYS) DATE SIZE A 1 1 Nov 27 6}(12 El 28 Oec "]4. 6)('} 2 ("' ., 28 Dec: 14 fi)( 1 2 D 9240 Trade Place Suite 100 San Diego, CA 92126 619/536-1102 • fax 619/536-1306 ACTUAL AREA LOAD (SQ. IN.) (LBS) 2lL4fi 92200 28.46 ·1 B!:l~IOO 2!L4fi 1139900 D 15 Mason Irvine, CA 92718 ~JA~,-- STRENGTH TYPE OF (PSI) FRACTURE '.:l2'.:l9 66Hi fifi'/2 SPECIFIED STRENGTH 3 0 0 0 PSI LOCATION TI LT UP PANEL +i:5 CAST BY GS ON 8 9 . NOV • 1 6 DATE RECEIVED l3 g . N O V • 1 7 CONCRETE SUPPLIER PREM I )(ED CONCF~E:T E MIX NO. 5 0 0 () 0 2 TYPE OF CEMENT I I TICKET NO. 1 ~> 2 2 9 WATER ADDED AT SITE AUTHORIZED BY SLUMP 5 · 0 IN REMARKS DISTRIBUTION ( ~l ) MIXING TIME UNION PACIFIC REALTY COMPANY JAMES McGRAW & ASSOCIATES CITY OF CARLSBAD MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES Respectfully Submitted, I CG I NCOF~POF~AH:D COMPRESSIVE STRENGTH: % PCF fHi OF 70 OF ' /ONFORMS DOE!iT CONFORM D a 9. Dec. 1 !'i December 7, 1989 Nielsen Construction 3127 Jefferson, PO Box 81367 San Diego, Ca 92110 Building Permit 890950 LABORATORY 2280 Faraday B, Carlsbad Our inspec~or. reports you have installed some large exhaust ducts, transformers and other equipment supported by the roof framing. No calculations appear in the files which will show the framing is adequate to support these heavy loads. There are no details on the plans showing how the equipment is to be supported or anchored. Please furnish revised drawings and calculations. We also attach our policy ROOF MOUNTED EQUIPMENT and call your. attention to Paragraph 4 concerning piping of the roof. If you have any questions please communicate with Carter Darnell in my office. ~ mR~oYq~ cd c: Union Pacific 2390 Faraday Ave Carlsbad, Ca 92008 Mer Camero, Inspector 2075 Las Palm as Drive .. Carlsbad, California 92009-4859"' (619) 438-1161 E - December 4, 1989 James McGraw & Associates 654 India Street Suite D San Diego, CA 92101 Attn: Jim Ferguson RE: Isis Building Contractors trenchwork Dear Jim: .. CDNIER ENGINEERING In the interior of the subject building the repair work on the slab on grade may be considereg satisfactory under the following conditions: 1. The concrete used has a minimum ultimate compression strength of 2000 psi at 28 days. 2. The soil backfill was properly compacted to have a similar density as the adjoining soils. 3. That the building has an office type of occupancy. 4. That an effective bonding agent was used to bond the the old and new concrete together. 5. That a min #3 continuous reinforcing bar was used approximately in the middle of the trench and center of slab. The above statement does not apply where trenching was done parallel to the exterior walls and within several feet of said walls. We hope that this will be of help to you. Sincerely, CONEER ENGINEERING Will:~~ Kurt Pflenmaier *~ KP /ask KENNETH A, BOE DEC l, .' ,r . t:_ ~ EARL H. VOSSENKEMPER STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE (619) 278-3292 3 P.M. CITY OF CARLSBAD 1200 E:l...M AVENUE: CARLSBAD, CA 92008 D 1906 Orange Tree Lane Suite 240 Redlands, CA 92374 714/792-4222 • fax 714/798-1844 cu~~ UNION PACIFIC REALfY COMPANY SET 7721 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A 1 1 ~Jov ?..'7 6)(12 I:~ 2 a Dec. ·14 6)("12 C 2n Dec. 14 6)(1 2 D 9240 Trade Place Suite 100 San Diego, CA 92126 619/536-1102 • fax 619/536-1306 PROJECT NO. PROJECT NA PROJECT AD BP/OSA NO. PLAN FILE NO. ACTUAL AREA (SQ. IN.) 2lL46 2f1.45 2B.ll6 LOAD (LBS) 922DD , o·· 15 Mason Irvine, CA 92718 714/951-8686 • fax 951-7969 STRENGTH TYPE OF (PSI) FRACTURE 3239 SPECIFIED STRENGTH 3 () D () PSI CAST BY Cf) ON 8 9 . Nov . 1 fi DATE RECEIVED B9.Nov.17 LOCM~N TILT UP PANEL ~S CONCRETE SUPPLIER PF{EM I X[O CONCF~ET E MIX NO. 5 () () () (J 2 TICKET NO. 1 5 2 ?.. 9 WATER ADDED AT SITE AUTHORIZED BY SLUMP 5. () IN REMARKS DISTRIBUTION ( :3 ) TYPE OF CEMENT I 1 MIXING TIME UNION PACIFIC REALTY COMPANY JAMES Mc.GRAW & ASSOCIATES CI TY OF CAF{l..SFJAO MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES Respectfully Submitted, I CG I ~JC(){~POF~ATE:D COMPRESSIVE STRENGTH: % PCF 6fi OF 70 OF OcoNFORMs DOES NOT CONFORM D B9.Nov.?..7 ··,._,,. CITY OF CA8LSBAD 1200 ELM AVENUE CARLSBAD, CA 92008 D 1906 Orange Tree Lane Suite 240 Redlands, CA 92374 714/792-4222 • fax 714/798-1844 CLIENT: UN I ON PAC IF IC REAL TY COMPANY SET 7720 AGE NOMINAL LAB NUMBER (DAYS) DATE SIZE A ~, Nov 20 6)(1?. 1:3 28 Dec. 1 1 5x·12 C 28 Dec 1 1 6)(12 D 9240 Trade Place Suite 100 San Diego, CA 92126 619/536-1102 • fax 619/536-1306 o' 15 Mason Irvine, CA 92718 714/951-8686 • fax 951-7969 PROJECT NO. 0 6 •·· 0 7 4 9 7 ··· 0 l1 7 PROJECT NAME: l SI ~3 PHAF~MACEU TI CAU:"$ PROJECT ADDR. CAFH .. Sl:3/.\0 BP/OSA NO. F1762~J PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SQ. IN.) (LBS) (PSI) FRACTURE 28. ~17 78BOD 277fl 28.46 2!L46 SPECIFIED STRENGTH 3 0 0 C) PSI LOCATION HJU IP. YARD CAST BY F~L ON 89.Nov.13 DATE RECEIVED 89.Nov.17 CONCRETE SUPPLIER MIX NO. so O o·o 8 TICKET NO. 1 3? 6 1 PREMIXED CONCRETE TYPE OF CEMENT I I MIXING TIME WATER ADDED AT SITE 1 5 AUTHORIZED BY SLUMP 4 • Cl IN REMARKS DISTRIBUTION ( ~! ) UNION PACIFIC REALTY COMPANY JAMES McGRAW & ASSOCIATES CI TY OF CARLfJBAD '&Yer·. -:z MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES POl.l. 322 Respectfully Submitted, I CG I NCORPOF{AT ED COMPRESSIVE STRENGTH: % PCF OF OF OcoNFORMS DOES NOT CONFORM D 89.Nov.21 CITY OF CARLSBAD 1200 ELM AVENUE CARLSBAD, CA 92008 D 1906 Orange Tree Lane Suite 240 Redlands, CA 92374 714/792-4222 • fax 714/798-1844 CLIENT: SNAP ON TOOLS CORPORATION SET 7646 'AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A . 7 Oct 27 6)(12 13 28 Nov 17 6)(12 C 2B Nov 17 6)(12 D 9240 Trade Place Suite 100 San Diego, CA 92126 619/536-1102 • fax 619/536-1306 ~ D 15 Mason Irvine, CA 92718 714/951-8686 • fax 951-7969 PROJECT NO. 0 6 -0 6 7 9 2 ··• D () 1 PROJECT NAME:SNAP ON TOOL.S·-·CAl<l..l3BAD PROJECT ADDR.CAl<LSFJAD BP/OSA NO. 8 9 •• 6 ·1 4 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SQ. IN.) (LBS) (PSI) FRACTURE 2!L46 113700 3995 28.46 '140000 4~11 9 2f:l .46 139900 4915 SPECIFIED STRENGTH 4 0 0 Cl PSI CAST BY F(l.. ON B9.0ct.20 DATE RECEIVED B 9 . Oc:t. 2 5 LOCATION S • 0 • G • L I N E 5 • C ·-E CONCRETE SUPPLIER CAL.MAT MIXNO. C630CWP4 TYPE OF CEMENT I I TICKET N0.54 7959 WATER ADDED AT SITE 5 AUTHORIZED BY SLUMP 5. 5 IN REMARKS DISTRIBUTION ( 5 ) MIXING TIME SNAP ON TOOLS CORPORATION MIN R.E. HAZARD JR.• INC. KROMMENHOEK/McKEOWN & ASSOCIATES CITY OF CARLSBAD EllJF?IH::TT & WONG AIR % UNIT WEIGHT PCF CONCRETE TEMP 90 OF AMBIENT TEMP 70 OF ADMIXTURES Respectfully Submitted, ICG INCORPORATED COMPRESSIVE STRENGTH: ~OHFORMS DOES NOT CONFORM D 89.Nov.20 CI TY m:: CARLSBAD 1200 ELM AVENUE CARLSBAD, CA 92008 D 1906 Orange Tree Lane Suite 240 Redlands, CA 92374 714/792-4222 • fax 714/798-1844 CLIENT: SNAP ON TOOLS COl~POl·<AT I ON SET 7645 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A 7 .Oct 27 6)(1 2 13 28 Nov 17 6X12 G 28 Nov 17 6)(12 ', D 9240 Trade Place Suite 100 San Diego, CA 92126 619/536-1102 • fax 619/536-1306 D 15 Mason Irvine, CA 92718 714/951-8686 • fax 951-7969 PROJECT NO. 0 6 ·-0 6 7 9 2 --() () 1 PROJECT NAME:SNAP ON TOOLS·-CAf~LSl:lAO PROJECT ADDR. CA I·< LSl3 AD BP/OSA NO. 89····614 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SQ. IN.) (LBS) (PSI) FRACTURE 2!L 46 109900 3861 28.46 1 ~!7900 4845 2!L4f:i 141100 4957 SPECIFIED STRENGTH 4 0 () () PSI CAST BY f-~l.. ON B 9 • Oct • 2 0 DATE RECEIVED 8 9. Oct • 2 5 LOCATION S • 0 • G -t.. I N E 9 • 8 -C CONCRETE SUPPLIER CALMAT MIXNO. G630CWP4 TYPEOFCEMENT I I TICKET NO. 5 4 7 5 9 8 MIXING TIME WATER ADDED AT SITE 5 AUTHORIZED BY SLUMP 5 • () IN REMARKS DISTRIBUTION ( 5 ) SNAP ON TOOLS CORPORATION MIN R.E. HAZARD JR., ING. KROMMENHOEK/McKEOWN & ASSOCIATES CI TY OF GARLSl3AD !:JU F~KET T & WONG AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES WRDA··· 7 9 ICG INCOl·<POf.'~ATEO COMPRESSIVE STRENGTH: % PCF 90 OF 73 OF ~ONFORMS DOES NOT CONFORM D 89.Nov.20 ,----·~.._..ia,~~-...\,,4,,.';¾~.,,_,, ... ,,-,,.,;::~,'}'~,~ ... ·,Jm>,::J,.::!-"-... .;,,',-,,':'.~ • --·--·.-.. ·-~--,: ,.,.,....,...-..,,<-,ae'.-, • .._.._. C'-'-ac •'-. ! • . •· ... -. i i i··~ 1 TM IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. l~ioe Geotechnical Consultants. Inc. ., ...... ~ SAN~f!NARDt.O -(714) "884-8828 · . H land So Engineering, Inc. Highl d Geotec, nical Consultants. Inc. ' I ( SAN DIEGO -(619) 587-0250 : 1 Fl,ELD MEMO '---Sao Diego Soils Engineering, Inc. San Diego Geotechnical Consultants, Inc. • . CtABASAS~ (818) 888-4994 . Coa tal Valley oils Engineering, Inc. Coastal alley Geot chnical Consultants, Inc. t 1 :, ,1 i /~ pCs;," I .. l Job# _____ 1,ate I ____,;__.__,;__--,--_....._____ __ . rrac1 N\,.,' __ c • _fe._C-__ l i .X 4 .!>7/,,.,,1 7 /,,AV _::.:.·.I ~_.1~.1;1 /~ i .. "f//_;,~ :r r -· t,,-A.7 .,,.._,. / -4,1;!/_::74/<1 f·,:) I I ; I I I / i I I I ! : I I ! i I I I ! / / /7 ,/ ;'.,; .. L -/. I ! f.B~~--__ ·-1-!_1.....,,."'-.)(..._.L<_;--t:.s::,:·~-·-____::C.a.,;_··-_'/ __ '\._,,/c..:...:.,.""-'----..:...f~....;::.__· -------+-----+'----------r ~· l I t I ! :1 ENGINEERING FILE • WHITE FIELD FILE • YELLOW JO El SUPERINTE ilOENT • Pl~K ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 !Z:~'r.), (esc,. lL-8]4189 SAN DIEGO, CA 92123 (619) 560-1468 DATE : 8\ \ O \ 2> °) QAPPLICANT ~~s~~~~: JURISDICTION: C'-A-n...L.S ~~ PLAN CHECK NO: 9> °';, -~ S: 6 SET: 'J: OFILE COPY QUPS QDESIGNER PROJECT ADDRESS: -Z.'Z-<30 13 1 ~l?rXZ::A:DR-\.{ ¥:b,Je", PROJECT NAME: _--'1~--"='---a-\ _5"---_T--',t __ , ________ _ f½½!_The plans transmitted herewith have been corrected where ~ necessary and substantially comply with the .jurisdiction's D --0 D D building codes. · The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified--,--~----------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enciosed check list and should be corrected and resubmitted for a Q~mplete 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. O The applicant's copy of -the check list has been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: \ ------------- Date contactedf~·--------Telephone# _______ _ D REMARKS=-------------------------- ') ,,, By :~\.Vt 6'll.-S\t-1 W ESGIL CORPO~TION 0GA . DAA Dvw 0DM --......... ~ ~~-, ... ·.-; =-~--,: ..• -. ----· --.:· -•. ~... -;';., ·~=· -· Enclosures:_(0_'\{.~~-v:,..----~-5 _______ _ ESGIL CORPORATIOi 9320 cHEsAPEAKE DR., su1TE 20s ::io E~1L--c.;; \2-1 1 i 1 SAN DIEGO, CA 92123 . (619) 560-1468 DATE: JURISDICT JURISDICTION: ·PLAN CHECKER OFILE COPY QUPS [jDESIGNER PLAN CHECK NO: BCj-g so sET: r PROJECT ADDRESS : _'2_"2_____,S=-=o"---5__,__,.____,_P_i-4_12_v ___ -~ ___ 1) _____ 1+_.l-( __ \L\-0 ____ ~_..__. I -+ PROJECT NAME: _ ___;,l_S=---\ __ S=-_T,-=--' ..... I ___ , -------- D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply . with the jurisdiction's 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: .J! vV\ l==""<==v.2. G 0$0 N. &.S4 r.RJ])I~ 'S°(; ~ Esgil staff did not advise the applicant contact person that plan check has been complete~") o"T-Ht=~ 'Tl-t-R14 VV\Pt11..1rvC:ir, O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: Telephone # '2'5 l 67 51 ---------. D REMARKS: _________________________ _ By:·:JiM b{L..SHt'Abf ESGIL CORPORATION 0GA DAA t@vw 0DM PLAN mECK z«>.: 8'3 -'3 50 .JURISDICTION: C )Crt'2 c, ~ BA o 1'0:._J-=--\-Vv\.....___ ___ ri __ Elc..;;;...;.._-=-G __ L.) ___ S. ___ O ___ N _____ _ ocaJP.ARCY: ____ 'b ____ .. _"Z.. ________ _ BtJll.DIBG USE: __ L_,4_e_. e._o_r-::_:::-r-:_4_c.1.::: .... ~ ____ _ TYPE OF CONS.l:RlX!l:ION:_...;s=s=s_-_"-l_._ _____ _ ACl'OAL AREA: T, ~, \ '3 1-Coo ---------11-------------- ALLOWABLE AREA: ______ O;....\.;...c.. ________ _ '2. S'!ORI!'S: __________________ _ -HEIGHT: __________________ _ SPRINKLERS=----'-11--+-"e;;;;,_.s ________ _ ocaJPANT LOAD: ___ /_Z, __ 4 __ + ____ _ REMARKS: __________________ _ Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: _-i__,/i--(;-+l ____ 8 ___ °J_By:~J....:...\vV\....;....,..._ __ _ Applicant contact person: z:2., 61S-l Iel. __ ..; __ 1 ________ _ 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 clarifica~ion, 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. Io 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. LISI NO. 90, 'IENANI IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPI.»IENTS, 1985 UBC 1-Please make all corrections on the original tracings amt 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, J (619) 560-1468. (";\ Please make all corrections on the original V tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: I 1 I The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. 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 Galifomia state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the Galifornia 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. ·f 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. --n-\t.l: 51-l.~...,-Cl-:: Provide a note on the plansAindicating if any hazardous materials will be'stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. Provide a statement on the Title Sheet of the plans that this project shall comply with 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 walls, 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 GKisti.Hg wal.l.-t;Q-9e-:eemo.ed-y existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls.) AN O w IT 1..LS 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. 2/· I· r· ® I Provide notes and/or details to show that the floor and ~wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extendin five inches u al Sl.lD sur acing s 1 e provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 5lO(b). Wl\-8?..!£' -Po?--~ :5 1fo -f"!:f: I S , Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "class. ____ .flame spread rating (minimum) for ____________ 11 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 within 2 inches of the cross runner intersection and splayed 90_ from each other at an angle not exceeding 45_ from the I j) \§ 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 l/211 x 1111 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). plane of the ceiling. These horizontal restraint points shall be placed 12 feet o.c. ."1 in both directions with the first point within Ir nf'. 4 feet of each wall. Attachment of restrain v{f//e" 33 Rooms with more than 10 occupants may have ~ wires to the structure above shall be adequa /..ef' <) exit through~ adjoining room. Revise exits for the load imposed. fJtj, .. to comply. _ Section 3303(e). In buildings having floors and roofs of woo r/:-,4. Exit signs are required for exits serving an frame construction, other than dwelling or occupant load exceeding 49. Show all required hotel occupancies, draft stop the area between exit sign locations. Section 33l4(a). concealed space exceeds 1,000 s.f. and no 3. Show that exits are lighted with at least one the ceiling and floor above so that no y· horizontal dimension exceeds 60 L.F. (if space foot candle at floor level. Section 33l3(a). has sprinklers, then 3,000 s. f. and 100 L. F • ) • y-3. Show the locations of existing exits from the In buildings having floors and roofs of wood building and show the path of travel from the frame construction, other than dwelling or remodel area to the existing exits. hotel occupancies, draft stop the area between f the ceiling and roof above so that no concealed • Note on the plans: "All exits are to be space exceeds 3,000 s.f. and no horizontal openable from inside without the use of a key dimension exceeds 60 L.F. {if space has or special knowledge". In lieu of the above, sprinklers, then 9,000 s.f. and 100 L.F.). in a Group B occupancy, you may note "Provide 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. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. 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) ___ _ 5/16/89 { 3 ~~oo,z' ~ \'S~/occ, -:::. ) -Bo± J. t· 46. I Regardless of occupant load, a floor or landin not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 111 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 \lllless 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). Corridors serving 30 have walls and construction except: or more occupants shall ceilings of one-hour 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). 5/16/89 5/ ® I f If non-rated corridors are used per 1985 UBC, Section 3305(g), Exe. s, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exceptions, 1985 UBC. 2. 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. 3. Smoke detectors shall be maximum 30' on center. 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 s, 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). 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). . ( / 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- Jrated 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). 6/· 62. 63. 64. 65. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). ELECTRICAL 5 t £ Art A ~fl e'7) c oa~ ~ CT; 0 J Submit plan showing locati n of all panels. ~ H 6u Submit panels schedules. Submit electrical load Indicate existing main - 66. Indicate existing to load. 67. 68. 69. 70. 71. 72. Show exit signs plan. Note: emergency lightin Sections 3313 an loads. i.e. EMT, metal flex. on the electrical lighting ower for exit lights and must conform to the 1985 UBC 3314. Provide recep le(s) within 25 1 of the roof mounted A/Cunis. UMC Section 509. Provide multi le switch lighting controls per CAC, Title 24, 2-5319. ctrical plan for the alarm system iance with criteria described correction number SO. 6/8/89 I :I /s· 7· Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per· minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. 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). PLIHBING ~/ .. Provide gas r · showing pipe . / Section 1219. line plans and calculations, lengths and gas demands. UPC 7/9~ Provide drain, 8/. Provide water r, Section 1009. waste and vent plans. line sizing calculations. UPC 8/ r· ~- Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & I valve on water heater and detail drain line route from P & I valve to the exterior. UPC Section 1007(e). Show 1/411 per 1211 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 tjle existing space or show the remodeled space will conform to latest energy design standards. 5 .Mo ~e ~ee additional ~~ follow • pt corrections or remarks .... The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact. _______ _ at Esgil Corporation Thank you. Enclosures: ~vv1 1. ___ l_C..,,;:B,__o ______ 'Pi_A-_5,__1..: __ ~_'S _____ _ 2. __________________ _ 3. __________________ _ OL) ruo CGooVVl -Z.o 71,. et '"2. o "3 G-o 'D, Q...I,;;" c.., T\.:...-1 \ 'NTb 'S'rfr\ '"2..1::U G1-t- 5/16/89 6 .. . , .JURISDICTION: c:8 t2 A-.5 :a e 12 PLAN raECK HCIHBER:_..:..:..9. ........ ?.__----'-9...:;;s-i_O~--- / Submit complete electrical plans and specifications. ~-Submit plan showing location of all services. /- f Submit complete one-line dia~am of service and feeders. Indicate the grounding system to be installed for building service. / Indicate ampere interrupting capacities (AIC) of service and subservice- equipment. NEC 230-65/110-9. /-Indicate sizes of fuses and/or circuit breakers. /- I· 0 0 Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJN, LCL. · : If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NE:C 110-16(c). Submit plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). Any questions on electrical please contact the plan 560-1468. Thank you. @ /l{A/;J FU.tr!5 egvO: Re Zoo GMT 4&1:2 ICC$-(< Fo~ 08/31/87 DATE: 7-7-53':/ ~ VOLi.IE WAGGONER PUJf c:mx::KER: 0 OWEN DILLOH 0 DARRELL ttJRRISO~ @NiiStl r overcurrent protection on the secondary side of transformers. NEC 240- 21/ 384-16 ( d) • /VI.A XI M V fY1 IO F c.<!T (::\0-s S cC:. 0 N""O A/'<. y CO ,;::n::, V C To(<.. ;.J.r¼TII V Submit plan showing location of -a.J.l panels: 'f{ ~ '' Submit panel· schedules. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. @show approximate length of feeders. 0 Specify electrode conducto;-,. size and type wire. (aluminum or copper)/ z. 11 Et...6Cf/<O'-Dc ~ '/13fr'~ J'/4° ';;0 ~ :;,v 15.)~ ~ § l tf-S "D y. Submit elect:rlcal load calculations. c;: -0 • ~ Indicate existing service size. 22. Indicate existing lmiil:ii:11g load. or.) s r..J ,,,:; ''-B 1' Jl!f-Indicate new additional loads. @Indicate wiring method, i.e. EMT, metal flex. I· 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. Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. checker shown above, at Esgil Corporation at (619) {;,oo V'ot:r Fuse 1,1{ 1cru €6r< 3 0 0 11/V/ t2 Jurisdiction (j i'i-12-t-S 5191) Prepared by, (JJW) VALUATION AND PLAN CHECK FEE o Bldg. Dept. O Esgil PLAN CHECK NO. 8c:)-Cj5"0 BUILDING ADDRESS ....-z_ 2-SQ 13 ~ft@:fr DA:::1 }'11.Jl3 1 APPLICANT/CONTACT Vv1(2 1 l~El'Z&o.So I.J PHONE NO. -Z-"3 \ o 7 'S l BUILDING OCCUPANCY B --"2. DESIGNER PHONE I I ------ TYPE OF CONSTRUCTION Jit.-1~ · CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER . ()/~1 ld t \ '"?400 -~ -~~ !B.s;c:, :::;:. 24'j 01 0 I I L1v:rrzo lvY-t-/... L.6 I 4-o .-, l L-' r'• x.. 9' ~I.~ l tew \'2.~0 Cc D~ (/) 1 00 -t--iC::S-&>D I I ' Air Conditionin~ Commercial @ Residential @ Res. or Comm. Fire S'Drinklers @ I Total Value 20~510 I Building Permit Fee $ Plan Che ck r ee___,;;$'-------~___.__7J_.__'2. _____ 1_9_5 _ _. _______ ~$ _____ _ COMM E: N TS._:-------------------------- SHEET· OF -----)2/87 .. ... c;,\ 11i:• ~ 11l.l ~ ...... ~ ~ ~ ~ D D DATE: 1/',it/e9 PLAN CHECK NO. -efto90-o PROJECT ADDRESS: .Z2&;) B h9!2AoAY Ave. PROJECT NAME: TI BUILDING PLANCHECK ENGINEERING CHECKLIST ----------- LEGAL REQUIREMENTS Site Plan LEGEND ii ITEM COMPLETE ©ITEM INCOMPLETE - NEEDS YOUR ACTION N/A -NOT APPLICABLE D i. 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 dimension~d setbacks. ~ D D 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. Gf D D 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance i4. No discretionary approvals were required, 5. Project complies with all Engineering Conditions of Approval for Project No. ---------- --6. Project does not comply with the following Engineering Conditions of Approval for Project No. -------------- Conditions complied with by: ---------Date: ----- Field Review ~ 7. Field review completed. No issues raised. 8. Field review completed. The following issues or discrepancies with the site plan were.found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines (Future Improvement Agreement required). D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements ~9. 10. No dedication required. Dedication required, Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" ·x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner (s) prior to issuance of · Building Permit. The description of the dedication is as follows: Dedication completed, Date: ------By: -------- Improvement Requirements ~ 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. __ 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: ____ _ By: ------- 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Improvement Future By: ------ Agreement completed, Date: ------ Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of Che grading quantities (cut, fill, import, export). -0(_ 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuan·ce of Building Permits. Grading Inspector sign off. Date: -----By: _____ _ Miscellaneous Permits ---1)( 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: ----------------------------- 18. Sewer Permit is not required. J2( 19. Sewer Permit is required. A Sewer Permit is required concurrent with Buiiding Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. _K 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. -0A- *- Industrial Waste Permit ~ted - Date: Bp/ff7 By:~J'z Fees Required 22. 23. Park-in-Lieu Fee Quadrant: Fee Per Unit: - Traffic Impact Fee Fee Per Unit: ------ ----- cJV Total Fee: / .Z./3 ::....- Total Fee: ----- .-24. Bridge and Thoroughfare Fee _ Fee Per Unit: ___,, Total Fee: :Jvlf-A-J;;::t;:;;1-_____ 25. 26. 27. Public Facilities Fee required. Facilities Management Fee Sewer Fees Fee: 1/-3175".2-- Permit No. Zone: -----Fee: 11,o~ EDU' s: "2 . .S'f 28. Sewer Lateral Fee: "1!.oF required:_~~__._"""'-="..___--"-"""1--=r---------- (}.~ fit:.-0/tttJIM REMARKS: }//36c) /JJl)WTfZAAL £f.krST£ Pt/21110: f¥1'. ENGINEERING AUTHORIZATION TO ISSUE PERMIT ~==5...:::::.~~~-======~c:~, ======-Date: B /tfV/o7 c___:::::---I I QI QI QI ... ... ... ca ca ca Q Q Q I I I ~ ~ ~ i N ~ 'It ~ ~ ~ u u u QI QI QI .c .c .c u u u C: C: C: ~ ~ <II -a. a. a. Mo ua1So ODO PLANNING CHECKLIST Pl an Check No. f?o/ --Y:S() Address ~d-c:f'D J3 ffl~.D&/ APN: 2/ ;2 -6 '-' I -.3.;;L. Planner ~ &:: //'ISDN G-Phone ---:.4~38=--_.,_11~6:.::..1 ___ _ (Name) Type of Project and Use ::i:;,..;D Te:-/V'#NT //YIP. Zone C 121 Facilities Management Zone ---=----- Legend ~ Item Complete @ Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: NO ~YPE ___ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval -'------------__,.;...------ Discretionary Action Required: YES NO ~YPE ____ _ APPROVAL/RESO. NO. ___ _ DATE: ________ _ PROJECT NO. _____ _ OTHER RELATED CASES: _________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _________________ _ Landscape: YES /No ~TE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _________________ _ ' ," --:. -· -- '. ' ~ '-' ' ,, ' ,, . ,. .--... :':efi_-···o·· .... o· ·· · , ,, ' ---; ; ',-:' .. ~ ' : ' . -' -'' .. rib:t1 ' i ~--',' '•,· . -: , '' ~, ': '' .... -. , ; ', ,, t_ :1. . ,~ ~I ~ • ' ' • \.' -~ -• 1 • •Y•1,•::.,,.,;,• ''' ''."', -r '·--., , . '' ,' ' -' : '~-.,., ,' P-r,9V1 de a fll_ll .y d),meh·s·foned:· sJ'.t.~ ,pl~:o JJ,r,a~A.:-:t.q. ,_$'.C~aJ~·/;-, :.§.h9.w.:f; ';~·:/i.,.::: N~rU1-ar.ro~, :prope,rty .-1 ilies i. ,eas~rnen:t-s-,' ,_ ~~_;:s:ti.lil.9, .. ~h¢ ::Pto.p:o.~e:a;,., :~·: :-;,\/, ' ' -~t rUctUJ~e~-, streets,. -~,d st htg ··;s-tr~~~-' 1illJP..rov:~ilii:m;t $;_,:· :t,i;g h,t ;~oJ;:WaYc,'-' '::,:; ~-:~ :,' -: wi-d:tb-· a;nd: d'iJm;ins totJ.e.d>: .s.etba:c~s .-:;,· : _, . : ,, .. . . i:--: ·, >-. ,;,:-.'.:: "j .. /_\;:: /; :·>i<:,"~i:,:,:" ·., s·h ow. :a~-: st i~ :PJ ~n-,(. : tit11fsh· t)o.d.t-. i~l~:v~;t:}~:~.~( \~i;~_.y;~Jl&f L;i\~}~i~;i:, ;;:_ ·: .· . ,, . ,:· · -tjra_de)19Jg<:\~,nt: to ;q~i.lqi_rlg,, .. ~-~:i.::stJ~:g:~ ·to,p~o.g;f~p.h~:~itttn:f$::;.:i~~f$-t'.i'.O]i\:_ ·. · .. · · ~nc;I .. propp_s~d· ~lopes: ~.nd,\d:(i:~ew·at:: '.," /. .: .. : : , · · ·· _:-f-f'</./~·~:.J::\_:-i~, 3 .. -·. P.roy;''de 1 ega f d·e:sJ~rJp\:t:9,i:~:;q/ ipr~:~:~:;_t}~--~ >,\::-,:_ :: ,;:.· / · 1L .-. . .·Pr<'Ni9e a~s-~esso:r_' ~. pa.r.ce 1 :,;_~mbe:r·.: -.. '" ,,\. •-'r .torii:ng :' · · · ·· 1· -,, ,• '. '·,s·etfr~cks : .... ' ' \ r' )"', ,, ' ' , <',: . ' ~ .. r J ;'_ '. ··~ ' ,~ \ -, • • -~ ' ·-, . ,:; ', ' I ' ,.~, ,, ~, ' • ~-rffnt.!, · : .. : ._· _.,. ·. Requir.~d-·· . :'-: : ·-s~~w·~:~ _:· -,~·./·);[_.,·:-,, · Jn.t .. -S.tde:: , R~q.ufred -.. : :·· ... ,Shown ~;-.,: ,,: .. J/-~-.',,.· ·. 'S:treet. S,fde~: . ·•.:1t~quh:'.e¢1: .·.i -:.:_-: •. ·.:, .S;boW:n·: . .,.,..,·:-,,,.,,,· .,.,,,,,..,. 'Re·a.l'.':; . .-.',_>R~ttufrr:to.~. ;,_··. >?hP~r; :~::.~:::.:.:,: .. :,, , ',' 0 L • s< ' • + -.-+ ,:,,,. 2560 ORION WAY CARLSBAD, CA 92008 <teitp of Qtarl~bab FIRE DEPARTMENT PAGE 1 OF --f- TELEPHONE (619) 931-2121 APPROVED PLAN CHECK REPORT PROJECT TSTS ?H4&1A.AA-eeu77ea L ADDREss =z~i'-'-=8:')_._....'---'-'~'-------"-"-"-----'--'-fc=]-+---"""Si_._._;JE:::_,_,__.,._,b_,__ __ _ ARCHITECT'3t-\l,\.,fE$ kU~ ~ 6Jss&e,.: ADDRESS S4tu n1$Q PHONE ;}3/-07S/ OWNER w w z m·J PAC.-l & . ADDRESS , /Af,LS.'&4£) PHONE 9aooB OCCUPANCY B2-CONST. TTT ;J TOTALSQ. FT. -----STORIES '95PRINKLERED ~ENANT IMP. --'-I .-2''-f-l-1l.f_,.to"""'Q--=--_..$""-'-', F'--'-, _________________ _ __ 1. __ 2. __ 3. *-4. . __ 5, APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor pian(s); site plan; sheets ___________________ _ Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: _______________________ _ Per~quired for the installation of all fire protection system~, stand pipes, dry chemical, halon, CO2~ydrants). Plan must be approved by the fire department prior to installation. 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: ~utomatic fire sprinklers (Design Criteria: ---'lf1$,._,_,.__.:....,PER"""'-"--.,_.,.A"'"t E:,.______,_P_,_,4.,----=---'''""'.3_,___ __________ _ 0 Dry Chemical, Halon, CO2 (Location: _______________________ _ D Stand Pipes (Type: ------------------------------0 Fire Alarm (Type/Location: __________________________ _ ~ 7. Fire Extinguisher Requirements: ~One 2A rated ABC extinguisher for each facYJD sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. __ 8. -?F-9, *10. ~11. D An extinguisher with a minimum rating of ___ to be located: rj-()ther: 4D 13 ~A~ +ik e')<,D tul=ff''-4fk:!:YL /A-/ A(&:A 4f AAMIVIAl'5L-€ Additional fire hydrant(s) shall be provided _LI_~ __ , __ .aS_W_t'l_M __ c_, _____________ _ EXITS Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remajn unlocked during business hours" shall be placed abov~ the main exit and doors tu btE;)U u Tl-'-t } JIU l=:,. f9?:>./ () ferLA"l1ti) .;:t;JV D d.ATJN b 7:yfE J) a4fJ PtJ LTS EXIT signs (6" x ¾" letters) shall be placed over all required exiits and directional signs located as necessary to clearly Indicate the location of exit doors. :!:J-.L-LA-"'k • ,~,47€1,'::) GENERAL '--l.12. · Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and -r hazardous chemicals shall comply with Uniform Fire Code. __ 13. -Bulldlng(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet In height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable liquids. if high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. :::/::, 14. Additional Requirements. ----------------------------- ~ 'l/fl lj Pt?ozn DE: t:J-rJfl;/ ~F At:.L-f<£llt!vovs @=g:pu-t,ed!J o~~) -P~ tJ/-leJ:J< 1ea0ogr /3t--/ ~,L I 0~v0r:P1 2) Cf::,t.-1.A{?Le:~ cttv1J k-rz:e.~AJ 1/4:pAe&OkS MA-~MrGS. Cj?ueQZ4v'NA1,£'e;- ·-f.e..\1, 1/l ' ""3"""_,,..,,.)'--...... '--'-1~tA&~'-'-t._)j,Lg.='--i)~e;--~Tl:::L~~'l20--~~~Sc.....,7,,_.1s ............. ~~~~~~~=~~tftJ~w~~~..,~l ~L~S~/~ft_,.__..,_o~' --- E+(2 f?t4ue;[') lo S--4 :b?D1,4 Cj>c:A ID/ __ 15. Comply with regulations on attached sheet(s). Plan Examlner~z/;:/~ Date g/ t;/ crJ Report mailed to architect ___ Met with ____________ _ __ Attach to Plans James McGraw Associates Memorandwn Date September 11, 1989 Project ISIS Project Number J359 To Carter Darnel, Carlsbad Building Dept. From Jim Ferguson S- RE: Sink changes County Health Department approval is not required on sink changes, for the following reasons: 1. The County Health Department does not regulate where or how often sinks are to occur within laboratories. 2. This department approves only an application. No plans have been submitted or approved by this department. Architecture Planning Interiors 654 India Street San Diego, California 92101 TEL: 619 231 0751 FAX: 619 231 4396 -·· ( . • -- STRUCTURAL CALCULATIONS JS ls ME.Z 7 A('ll NE' 82-0BO I CONEEA ENGINEERING SJluctur-al and Civil Engineers , 7709 CONV,OY COURT SAN DIEGO, CALIFORNIA 92111 (714) 278-3292 :1 . . " lhJ1T" -LOAD= 3/q. 11 Pl.)( W 00() , ltJ SULA'f"IO,J £re,'' GYP e,p FL-IL Jo1$TS t.~ PSF J' !!:, 2.,2:, 5.9 MISC-• t,'2. l)L JSTS. 14.o PSf:' PL . e>M S ·.IG. O ' l~b L, ,< 17.2 , , I . , L7--~ 11.e, L3 ... Cf/!J' t..DAOING I (_l)L~L0 1e.." SPACIN~ 14 +-2o ~ G"O tGh SPAC.tNG 1q,i' i.i 12}' ·s. P.A~t"-la /4-+ 2.0 · p :: t;,G 7 f/Jo,s~ XM ,. f L Xv~ i·' •• If, £PACING p 2-e,e,7-w-/J01S.T. 19,i" Sf>,..,C\'tl.) G · P.~-IO/:J7 t-/Jo,~~ · . l II I , ,11 I_,: I ' ' II . LL 90 ,f?SF T'-( P, /00 ,PSf AT !;'O(.IT =-8'1--#=-/' _112~/' 1,~.s -#-/l 3q. -#;:-/' 4'5#-/' 5'4:#F/' ,I llh oh I <•I • I . ,;:, II 1 , , II I -,: I ' ' 11 . ' ' ' I , I 1• ' i .. , ~ .. ~ 11 ;; • i . ·~ .. ' ,1!il. 1 1 'I A ,I BM-I 1-:,,r; • {11~).._: 12.t,;,. (100-~o-so) IS~~.-, 125 ,-: 1~1 :lf:-j' . . ... a' t W1 ... f4,1 ,c(/6·F2o4--50) s: /2~.44t-/' ;.....;:;.:;.:...=;;;;.;;,.:;~::.u..i.l /SBl</t'f'· W-~, 1q,7, /If, -11!5-IW/ =1 :t:.:f.' 11.i L ~ I!:>' ,I bM -C. (__Silt 1(/..) . f'c ,_ 4 It' 3,7 d35 2 2000 -It- . t. 00::,f-287 I 11' 4.~ !2:,· 12,'l.. b,~· I-Ii.. L-= 4-.'I-W-" /'f-S)((1v;+2.o+so)-:.1247t ~!O~i) P.;;M-7 Pt.Q.. Jo1s17 L-;.. b.5' . FOlt '"'" SPACINC.: w-~ J,'!13 ( lC>+ IOO) 2 1ss:ity, Ar 9'/\12- DGTAIL s/sr ~TL 9 x ( ,-~-r 2.o~so) ~ 77'1-:/Ii/' (sr~-.. CJ ~h + 2.o) ,,: 32.<f *-/' /2 )( 12 ,, 1 .. , '" .... • • ,I 11,, ,h I •' • I, ' I • I II I , , ,.: I ~ ,: I • ' II ' ,i .. . .. •.. •\' I I It~ t I JI~ .,. .• CDNEER ENGINEERING JOB I _ff./::f..Q DATE :_§,..f.8,i_ SHEET :---~---- ,. I , --------IS I$ _t:1._l::2~/J I tJ r; ____ 8Cjjo PJ ! ________________________ '------------------- ' T I M B E R B E A M D E S I 6 N ------------------------------------------ Beam Mar.k >>> FJ1 FJ1PM FJ1PV FJ1PM FJ2 FJ2PM ===============. =I .========l========l========:========I========:=======: CENTER SPAN ft I 17.20 17.20 17.20 17.20 11,80 11.80 W-DL #If t I .84· 34 34 0 5,4 I 1,35 54 0 H-LL 1/tt: 0 0 0 0 Wp-Dl ll/f t: O t 0 0 0 0 0 0 , Np-LL 1/tt: 0 0 0 0 X-Left ft : 0,00 0.00 o.oo o.oo o.oo o.oo o.oo 0.00 X·Right ft : 0,00 0.00 0.00 o.oo P-1 DL P-1 LL X-1 P-2 DL P-2 LL X-2 P-3 DL P-3 · LL X-3 lbs : 0 lbs : 0 ..... ft,. .. ~ .... , ....•. o. 0 lbs, . , 0 lbs 0 ft o.o lbs 0 lbs 0 ft o.o CANT. SPAN ft o.oo Wp-DL Utt. O Hp-LL . l)ft: 0 X-left ft I 0.00 X ·Rig'bt ft l 0,.00 · P-1 DL lbs : 0 P-1 LL lbs : 0 X-1 ft : 0.0 P-2 DL lbs : 0 P-2 LL lbs : 0 X-2 -ft: 0,0 667 667 1,067 0 8.6 0 0 o.o 0 0 o.o 0 0 0. 6 .... , 1.0 · 0 0 0 0 0.0 · o.o 0 0 0 0 o.o o.o 0.00 0 0 o.oo o.oo 0 0 o;o 0 0 0.0 0.00 o.oo O . o ·O 0 o.oo 0.00 0.00 O.M 0 · 0 0 0 o.o. o.o 0 O 0 0 o.o 0.0 0 0 o.o 0 0 o.o 0 0 o.o o.oo 1,067 0 5.9 0 0 o.o 0 0 o.o o.oo 0 0 0 0 o.oo o.oo o.oo o.oo 0 0 0 0 o.o o.o 0 0 0 0 o.o 0.0 =================i==========l========l========:========l========I======= > Fb > Fv > E > L.D.F. psi I 11450 psi : 95 psi : 1, 7&+06 1.00 1,450 95 1. 7E+06 1.00 1,450 95 1.7E+06 1.00 i,450 95 l.7H06 1.00 1,450 ·95 l.7E+06 1.00 1,450 95 1.7E+06 1.00 > BEAM WIDTH in : 1.5 1,5 1,5 3.5 1.5 1.5 11.25 > BEAM DEPTH in I l l. 25 . l l. 25 11, 25 11.25 11.25 =================l=========:========:========l=======.=!========l=======I POS. NON.... in-k: 37,3 NEG. MOM. in-kl 0,-0 49.5 0.0 19.4 0.0 79.0 0.0 28.2 o.o 49.l o.o Iii , 't'. I.,,: I j ,h I ',1 I I I I'\~ I 'I I ·' I CONEER EN61NEERIN6 JOB t_8~8o DATE =~~Gj_t2,<J_ SHEET : ___ 4 ·-- -------------------------------------------------------------------------------- R.EACHONS Left: DL lbs I LL lbs I n.2 0 626· 0 921 0 998 0 797 852 0 0 Right r Dt-·"ttrs··"t·· ..... , .. 722. 626 · · • · 331: 998 797 0 852 0 LL · · I bs : · · O O O . 0 =================f==========:========l========:========l========I======= I .: . ST.RESSES : I Cf· Depth Fb: Al low psi Fb: Actual psi I Fv: Allow psi Fv:. Actual 1psi DEFLECTIONS CENTER SPAN : > X-Dist. ft DL Defl in L / Defl. LL Defl in L / Def 1. L/Tot Defl. CANT. SPAN: > X ·Dist. ft' DL. Defl. in LL Defl. in 1~000 1,000 1.000 1,000 1.000 1.000 1,450 1,450 1,178 1,565 "No Sood" 95.0 95.0 57.21 52,BO 1,450 1,450 612 1,070 95.0 95.0 79.00 : 36,09 1,450 ·1,450 891 1,550 "No Good" · 95.0 95,0 59.55 71°,24. ----------;--------1--------1--------1--------:------- B.6 0.547 378 0.000 0 378 o.oo B,6 0.625 330 0.000 0 3'30 0.00 8.6 0.291 708 0.000 0 708 0'.00 8.6 0.427 483 0.000 0 483 o.oo 5.9 0.195 728 0.000 0 728 0.00 5.9 0.286 494 0.000 0 494 o.oo 0.000 0.000 0.000 0.000 0.000 . 0.000 0,000 0.000 0,000 0.000 0.000 0.000 , .'111 ... Jt, ,, • ,. 11 I , , l ~ I 11 1 : I ' , 11 . I , / I, ' I l i , . ' I I ;; ' j I ,,l, t I I I~ •• CONEER EN61NEERIN6 JOB l_~_CJ.::.JP .DATE ,:.:. __ ~aq_ SHEET : ___ '5 · __ -------------------------------------------------------------------------------- T I N B E R B E A M · D E S I G N ------------------------------------------Beam Mark })) FJ2 FJ2PH FJ2PV FJ3 FJ3P.H FJ3PV ================.1=========1========1========1========1========1======·: CENTER SPAN ft l 11,80 11,80 · 11.80 W-DL W·ll urn 1/ftl 112 0 Wp-DL #/ftl 0 Wp ·ll I/ft l 0 X-Left ft l 0.00 X·Right ft I 0.00 P-1 DL P-1 tl X-1 P-2 DL P-2 LL X-2 P-3 DL P-3 LL X-3 lbs I lbs : ft I lbs l lbs I ft : lbs l lbs : ft : 0 0 o.o 0 0 o.o 0 0 o:o CANT. SPAN ft I 0.00 Wp-DL ff/ft l 0 Wp-LL .1/ftl O X-Left ft l 0,00 X·Right. ft I O:OO P-1 DL lbs I P·l LL lbs l X-1 ft I P-2 DL lbs l . P-2 lL lbs I X-2 ft l (I .o 0.0 ·o 0 o.o 45 0 0 0 o.oo o.oo 887 0 5.9 0 0 o.o 0 0 0.0 0.00 0 0 0.00 .o.oo 0 ' 0 0.0 0 0 o.o 45 0 0 0 o.oo o.oo · 8B7 0 1.0 0 0 o.o 0 0 0.0 o.oo 0 0 0.00 o.oo 0 0 0.0 0 0 o.o 9.30 135 0 0 0 o.oo o.oo 0 0 o.o 0 0 o.o 0 0 0,0 o.oo Q 0 o.oo o.oo 0 0 o.oo o.oo 1,067 0 4.7 0 0 o.o 0 0 0.0 o.oo 0 0 0.00 0.00 0 0 0 0 o.o ,-..0,0 o · ,·o ·o o o.o o.o 9.30 54 0 0 0 0.00 o.oo 1,067 0 1 .o 0 0 0.0 0 0 o.o o.oo 0 0 o.oo o.oo 0 0 0.0 0 0 o.o ============,~===l==========l========l========l========l========I======= > Fb > Fv > E > L.D.F. psi : 11450 psi l · 95 psi l 1,7E+06 1.00 1,450 95 1. 7E+06 1.00 1,450 · 95 1,7E+06 1.00 1,450 95 1.7E+06 1.00 1,450 95 1.7E+06 1.00 1, 45·0 95 l,7E+06 1.00 > BEA.ti WIDTH in l 1.5 1.5 1.5 1.5 1,5 1,5 > BEAM DEPTir'{iiT""T(:25 11,25 "' if.'25 11,25 11,25 11',25 ============= I I=' : ====·=. ===: =====' ==:'========I===' ====: ========·: =====. =: POS. NON.~ in·k.l 23.4 40.8 15,5 NEB. MOH. in-kl 0.0 0.0 0.0 FJ Z. L-::: 11.fo' z. )( ,~e.,,~ 17,5 0 .• 0 FJ~ 36,8 14.9 o.o o.o L ... q/!>o1 It l , ,11 I_,: I '11 •• , .... ,11, ., • ,. I 11 '~ I I I 1, ',' ' I (1 CONEER ENGINEERING JOB ff -~-2:~9 DATE : __ ~//2':j__ SHEET : ___ ,G ___ _ REACTIONS Left: DL lbs l 661 709 1,077 628 785 1,203 LL lbs l 0 0 0 0 0 0 Right : DL lbs : 661 709 341 628 785 366 LL lbs I 0 0 0 0 0 0 -----------------·----------·--------·--------·--------·--------1------------------------1----------,--------,--------1--------,--------,------- STRESSES: I I ----- Cf-Depth ·I 1.000 1.000 1.000 1.000 1.000 1.000 Fb: Allow psi : 1,450 1,450 1,450 1,450 1,450 1,450 Fb: Actual psi I 739 1,289 489 554 1,162 470 Fv: Allow psi I 95.0 95.0 95.0 95.0 95.0 95.0 I Fv: Actual psi l 49.40 59.27 n.01 44.55 65.24 102.47C!;--/J,6., DEFLECTIONS I I ------:----------:--------:--------:--------1--------:------- CENTER SPAN: ) X-Dist. ft : 5.9 5.9 5.9 4.7 4.7 4.7 DL Defl in l · 0.161 Q.238 0.109 0.075 0.132 0.062 L / Defl. 877 594 1,305 1,486 844 1,786 LL Defl in : 0.000 0,000 0.000 0.000 0.000 0.000 L / Defl. 0 0 0 0 0 0 L/Tot Def l. 877 594 1,305 1,486 844 1,786 CANT. SPAN: } X-Dist. ft : 0.00 o.oo o.oo o.oo 0.00 0.00 DL Defl. in : 0.000 0.000 0.000 0.000 0.000 0.000 LL Defl. in: 0.000 0.000 0.000 0.000 0.000 0.000 ======================================================================== FJ3 L,c.C,,3-0 t)( 12.@.. lfo" i • CONEER ENGINEERING JOB I 8rf:8o '"""" · DATE =-~.i.tlL-· I SHEET =-~-1----~ ________________ 8 Cf f!o Fr.:,\ ----------------------------------------__________ _ T I M B E R B E A N D E S I 6 N ------------------------------------------ FB2 FB3 FB4 F85 FB6 Beam Mark >>> FB1 =================f =========1========:========l========:========l=======: CENTER SPAN ft I 8,00 11.30 ,1 ll,. .. ,, .. ,,,M,••"'""'i" ,111 . I W-DL W·Ll #/ftl 't',441 1/ftl 0 . i,264 0 Wp-DL #/ftl Wp·ll 1/ftl X-Left ft l X ·Right H P-1 DL lbs P-1 LL lbs X-1 ft P-2 DL lbs P-2 LL lbs X-2 ft P-3 DL lbs ·p.3 LL lbs X-3 ft 0 376 0 0 0.00 6.30 0,00 .11,30 0 0 o.o 0 0 . 0.0 0 0 o.o 0 0 o.o 0 0 1),0 0 0 o.o CANT. SPAN ft l 0,00 o.oo 0 l) Wp·DL Wp-ll X-Left X·Right #/ftl I/ft' ft ft P-1 Dl lbs P-1 LL lbs X-1 ft P-2 DL lbs P-2 LL lbs l X-2 ft I 0 0 o.oo l),00 ·O -l) o.o l) 0 l),l) o.oo o.oo 0 0 o.o 0 0 o.o B.00 0 .: 0 0.00 o.oo 0 0 . o.o 0 0 o.o 0 0 o.o o.oo 0 0 o.oo o.oo o· 0 o.o 0 0 O.Q 6.30 956 0 0 0· o.oo o.oo 0 0 o.o 0 0 o.o 0 0 o.o o.oo .0 0 0.00 o.oo 0 0 o.o 0 0 o.o 5.50 , 1,044 0 0 0 o.oo 0.00 8.50 BO 0 0 0 0.00 o.oo 0 2,000 0 0 o.o 4.2 0 2,871 ,, 0 0 o.o 6,3 0 0. 0 0 o.o o.o 0,00 0 0 o.oo o.oo 0 0 0,0 0 0 o.o o.oo 0 0 o.oo o.oo 0 0 o.o 0 0 o.o ===~=============:==========·l========I·========:========:========:======= > Fb psi 1,300 1,300 1,300 1,500 1,500 1,~00 > Fv psi 85 B5 · 85 95 95. 85 > E psi 1.6Et06 1 ,6Et06 1.6Et06, l.8E+06 1.8E+06 1.6E+06 > L.D.F. 1.00 1.00 1.00 l,00 · LOO 1.00 > BEAN WIDTH in 7.5 11.5 5,5 3,5 3,5 5.5 >·BEAM DEPTH in , 11,50 11.50 11,50 11.25 11,25 11.50 =---=-========p==I=========:===~ ===:·========I========: ,=======l=======I POS. MOM_, in-kl 138.3 271,1 121.3 56,9 47,4 ,. 97,0 NE6. MOH. in-kl o.o o.o o.o o.o b.o o.o • I ·~II II I ' • I l ~ •. ,. ,, ' I ' , 11 ' ' ' I ' I I, ' I I I j; ! I 't ,. j . ' . . ,:,1/· \ ,•I . CONEER ENGINEERING JOB I 89-8o DATE : __ t;:,L!;f-1_ SHEET : __ .f::2 ___ _ -----------------------·-------------------------------------------------------- 11 .... , ............ , ., ..... ,,o REACTIQNS Left : DL lbs : 5,764 7,55B 5,056 3,011 21B71 2,095 · • .1111, ,h,, •4 • ,, LL lbs I 9 0 0 0 0 0 Right : DL . -lbs I 5,764 B,606 5,056 3,011 2,871 3,456- LL lbs I 0 0 0. 0 0 0 · =================I==-=======:========;====. =.=t======. =:====,===I======= STRESSES: .. -----.... Cf-Depth 1.000 1.000 l.000 1.000 1.000 1.000 Fb: Allow psi 1,300 1,300 1,300 1,500 '1,500 1,300 Fb: Actual psi 837 1,070 1,001 771 642 .800 ,, Fv: Allo.w . psi 85.0 85.0 B5.0 . 95.0 95.0 85.0 Fv: Actual psi 76.23 79,78 91.18 80.58 72,09 80.15 .DEFLECTIONS I ... ---------------:--------1--------1--------l--------:------- CENTER SPAN : > X-Dist. ft 4.0 5.7 4.0 3.2 2,8 · 4.3 DL Defl in 0,087 0.212 0.104 0.045 0.029 0.088 l / Deft. 1,099 639 919 1,668 2,295 1,155 · LL Defl in 0.000 0.000 0.000 0.000 0.000 0.000 L / Deft. 0 0 0 0 0 0 L/Tot Def l. 1,099 639 919 1,668 2,295 1,155 CANT. SPAN ·: > X-Dist. ft o.oo o.oo 0,00 0,00 0.00 o.oo DL Defl, in 0,000 0.000 0.000 0.000 0.000 O.QOO ' o1 '~ LL Def 1. in 0.000 .o.ooo 0,000 0.000 0,000 0.000 =---==--=--===-========================================================= 8,,e 12-!Z-l' 12.. G "IZ-(fx/2-4~t'l-&xlZ... ' I II I ' I I ~ I -,,, J • , 11 I I ~, 1~11 CONEER ENGINEERING JOB · 189·80 DATE :6/89 SHEET : __ ;1 --- -------------------------------------2,180 0 7,,,---------------------------------- T I 11 B E R BE A 11 DE ·s I 6 N ------------------------------------------ H2 FBX8 ,I Beam Mark ))} H1 =================I======='=:==::=====:=======· CENTER SPAN ·ft I 3, 40 W·DL. ~Hl Wp·DL Wp·ll X ·Le ft X·Right #/ttl 1,441 ff/ftl 0 ll/HI O #/ft l 0 ft l . o. 00 ft : o.oo 4.40 1,247 0 0 0 0.00 0,00 P-1 DL lbs l O 0 P • 1 LL lbs l O 0 X-1 ft I 0.0 0.0 P ·2 DL lbs I O 0 P-2 LL lbs I O 0 X-2 ft l 0.0 0,0 P-3 D.L lbs I O 0 P-3 LL lbs l O 0 X-3 ft l 0.0 0,0 CANT. SPAN ft l 0,00 Q,00 Wp-DL Wp-LL X·Left X·Right #/ftl 1/tt: ft r ft : 0 (I 0.00 0,00 P-1 DL' lb.s I 0 P-1 LL lbs l X ·-1 ft l P-2 DL lbs l P-2 .LL lbs l X-2 H l 0 o.o 0 9 o.o 0 0 0.00 o.oo 0 O· o.o 0 0 o.o 6,00 1,290 0 0 (I 0.00 0,0(1 0 0 (1,0 0 0 0.0 0 (I 0.0 o.oo 0 (I 0.00 Q,0(1 O' 0 o.o (l 0 o.o : : : : ::: : : : : : : :: ::: I=:::::::== I=======::=====:= I~ II > Fb > Fv > E } l.O.F. psi l 11500 psi l 95 psi l 1.8£+06 1.00 > BEAM WIDTH in l 3,5 } BEAM DEPTH in I 7,25 1,500 95 1,BE+06 1.00 3.5 9.25 1,50Q I '35 1.BE+06 1.0(1 $.5 9,25 -----------------· ---------· --------· -------------------------1 ---------.--------,-------- POS. 11011, in·k l 25, 0 36.2 . 69,7 NEG, MOll, in ·kl O, 0 o.o o.o 11 Ii I ' J r, ' I II I ' I l~ I ... •• I ' ' ii I I ~I \ 1110, ,Ii, •• • •• CONEER ENBINEERING JOB 889-80 DATE :6/89 SHEET : _)O __ __ -------------------------------------------------------------------------------- REACTIONS ·I Left : D.L lbs I 2,450 2,743 31B70 I u lbs I (I 0 0 I I> h Right : DL lbs I 2,450 2,743_ 3,870 I LL lbs I 0 0 0 _________________ , __________ , ________ . _______ -----------------,----------,--------,------- STRESSES: I ,1f1 I I -----\' ,I I~ Cf-Depth .1.000 1.000 1.000 Fb: Allow psi I 1,50Q: 1,500 1,500 I '· I I Fb: · Actual psi I I 815 726 888 I , 4 Fv: Alfow psi I 95.0 '35.0 '35.0 I Fv: Actual psi I 93.35 82.57 84.19 I II I , I I ~ I -,,· I PEFLECTIONS ., ' ii I ----.. -:----------:--------:-----~- CENTER SPAN: } X-Dist. ft 1.7 '• ') L.,l. 3.0 DL Def! in : 0.022 0.025 0.058 L / ·Def 1, 1,884 210B6 1,250 l I ,h ", t ; ' ·:·,. .. LL Defl in l 0.000 0.000 0-.000 ·~~ L / Defl, ' I 0 0 0' I ., · L/Tot Defl. 1,884 2,086 1,250 CANT. SPAN: } X-Dist. ft I 0,00 o.oo o.oo I Ol Defl. in I 0.000 0,000 0.000 I LL OefL in I 0.000 0.000 0.000 I ============================================= ,, ... ,,_ .. , ..... 1, .. , ... ''" • ,I,,., ,111 •I. I CONEER ENGINEERING JOB I _8:1-::§9 DATE : __ f?L,f}_'J._ SHEET : ___ LL---~ -------------------------------·------------------------------------------------ T I M B E R -B E A M DESIGN, ---------------------------------2-------- Beam Mark >>> FB7 FJS =================l=========I======== CENTER SPAN ft I 8.50 6.50 W-DL . IHL Wp-Dl Wp-LL X-Left X-Right #/ftl . · 39B I/ft I O I ., · 1/f ti #/ftl ft I ft I 0 0 o.oo o.oo 155 0 0 0 o.oo 0.00 P-1 DL lbs 2,·000 0 P-1 LL lbs 0 0 X-1 ft 4.3 o.o · P ·2 DL lbs_ 0 0 P-2 LL lbs 0 0 ............ I:f"" .... t t o·;o ... o.o . p.:3 DL. -lbs ·o o P-3 LL lbs 0 0 X-3 ft 0.0 o.o CANT. SPAN ft o.oo Wp-DL Wp·LL X-left X-Right I/ft I 0 Uftl 0 ft I 0,00 ft I 0.00 P-1 DL 1 bs I , 0 P-1 LL lbs I 0 X·I ft I 0.0 P-2 DL lbs I 0 P-2 tl lbs I 0 X-2 ft I 0.0 0.00 0 0 0.00 o.oo 0 0 o.o 0 0 o.o -----------------·----------·------------------------,----------,-------> Fb > Fv > E > L.D.F. psi I 11500 psi I 95 psi I 1.BE+06 1.00 1,450 95 1.7E+06 1.00 ) BEAM WIDTH in I 3.5 1,5 > BEAM DEPTH in I 11.25 11.25 =================:=========I======== POS. MOM. in-kl 94.1 9.8 NEG. MOM. in-kl 0,0 0,0 I ' I ' I II I • ' I ~ ', ~ '; I ' I ii I I ,h ,· ·, ,I I •I ' I ' I I ~ 1 j : . )·. ,i~--·-~.( ' ,l I~ .. , . ' . 'r, • ·.. \ , I J ;; . ... :. : ..• ? " I .. ,,I, • I • I 11 .Ii, CONEER EN6INEERIN6 JOB.. . . . I _tf.L:IP..9 DATE. : __ r§J_efi_ SHEET : __ JJ.:: __ _ -------------------------------------------------------------------------------- REACTIONS Left : DL lbs I 2,692 504 LL lbs I 0 0 ' Rlght : DL lbs l 2,692 504 j LL lbs I 0 0 =================l==========I======. ,I STRESSES: .. -.. -- Cf-Depth 1.000 1.000 Fb: Allow psi I 1,500 1,450 Fb: Actilal psi 1,275 310 Fv: Allow psi 95.0 95.0 Fv: Actual psi 8B,32 31.B6 DEFLECTIONS ----------------1------- CENTER SPAN: > X ·Dist. H 4.3 3.3 DL Def 1 in I 0.122 0.021 L / Defl. 83B 3,791 LL Defl in 0.000 0.000 L / Defl, .o 0 L/Tot Defl. 83B 3,791 CANT. SPAN : > X ·Dist, rt 0.00 o.oo I I DL Defl. in I 0.000 0.000 LL Def f. · in l o.o.oo 0,000 ' ------------------------------------------------------------------------ . ;. ' . ' II I I 'II I ... • I ' 11 j I ,h ' I I 1• ' I I 1 ;; I 1111 CoL. l..Of-'DS col€. a,-.1'2. $12.xLZ. p ... s;Jb'f+-S,GOG ,. 14-,37~ 4 x-10 f' ,. l'f,'!>? 44S p,.... . 1a.. ~~1;, .., ,, I!..~/ rJ. ~ _ ''l:7, '-I-' -IL ~ 'LY-.-o F~ ,. (o'l-0 Psi coc... e 1'2.,<12. + G 1e ti. p .... 75"S"b + s, 0% ~ 12, ,14-41=- Fof... 4x e, 1 .. IZ,Gr¥--:r 4-qg Psi .<( G~o T't 2.5,?> Col-. e ~xl2-~ WAL'-_ p::: 5;",o~.IF ·Ap.,, ~;~"-.._ '2JJ7a' ............. ~.............. r=oe-"4;;¥ c ... ·so"1 -:z 41~~, ~ ,u.,,., · · Ja.. · IZ,25" r,:, p -z 3QII #'" I : ! i -+ ' 'l'!-F:· .. ! ... ,. i . ~ : ·:-.: ..... ' I , ••• CONE!f.fl ENr.m•;!E:IERING JOL 8?-l!>O om __ 6/89 ''" ./'b C. -' 11 '.;; 11 I , , t'. I _ 11 ,. I , 'ii . 0, ll.. I I ,h , • •• llh ,h I I j • I ' ' ' . ' ' I ,, I , '' ' I (4x10Coc.. l 4K8 Col. ··-,-Lj-K¥ ODL {4-K't-CoL_. 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I ' 'ii I I ,h /•, •, -., ~~6-0W2. Telephone Prlnclpal Doalgner. -the· P.roposed building will be in substantial .compliance ·with the'. California Building Energy Efficiency Standards ·. prov1~d it is built according to the plans and specifications and provided future" Improvements · are completed according to the requirements Indicated on this Certificate of. Compliance, Toe plans and specifications have : been ... prepared to Include all significant enerQY conservation , features.requ.1red for compliance with the Standards. Building areas that . are uncon~1tioned and/or not subject to the standards are indicated on -~ plans.. . · :. 1gna e · ate • • . •. ' : , I" ~ : ' • ' ··:~~· -~·-.. · .. · . -~csdated . -~~ _·2.(9~'-f . p one . . cal: censeo. own~. · The energy. _ conservation features and performance specifications Indicated on · this document and on the plans and specifications shall apply to future alterations, unless compliance Is . demonstrated anew and a new Certificate of Compliance Is submitted. A . · copy of. this Certificate will be retained and transmitted to future tenants, · · subsequent owners or others with responsibility for making Improvements -. or modifications.to.the building .. If this certificate is lost, a new Certificate · may be reguired before a permit is issued for alterations. Unconditioned · areas _are Indicated on· the plans and, if these areas are conditioned in the futµre, : they must be niade. to comply with the applicable energy : standards then in effect. signature Date N:t~elfitle · · . -Ub;!l<f)/1'. l PAC..tFlC. Addr~s_ ::.. · LAY-L~ , CA 9'2acf3 C1ty/State/Z1p • -Enforcement Agency. Toe eroposed buildinlJ, and future alterations will comply with the California Building Energy Efficiency Standards, provided · future alterations meet the requirements indicated on this Certificate and · _ all applicable mandatory measures, as long as the building occupancy · type remains unchanged. - signature _Name/Tide .. Agency . Address. _ City/State/Zip EEM Form Revised September 1988 Date Prescriptive Requirements C F-1 A For Enforcement Agency Use Only Building P~rmit Number Plan Checked By Field checked.By Approved By Date Date Date General 1 Unconditioned or Multi-tenant shell? • ~· 2 CEO Occupan.cy Type , , ; , • • • •• : _ _la 3 UBC Occupancy Group/Division • 4 Edition·of Standards • , • • ': ~ :da~ te 5 Conditioned Floor Area • • • • • • , 6 Unconditioned Floor Area/, • • • ; :'. 1st Generation Occupancy Types ' 7 Location Code Number • , • • • • • • N/,b- 8 Occupancy Code Number • , • • , • , ± 9 Maximum Allowable Uoverall • • • • • . • Btu/h-sf-F 1 o Standard onv . . . . . . . . . . . . Btuni-sf 2nd Generation Occupancy Types :P, 11 Climate Zone , , , • • • , • , , • , , 1 12 Package Selected , • • • • • , , • , .~ 13 HVAC Power Criteria Sel(if applic.) , • • ~ Note: List other options and requirements significant for compliance below or on an attached supplement. For example, include tenant improvement specifications. Additional requirements should be further detailed in the energy compliance documentation. Attachment becomes part of Certificate of Compliance. · ' 14 Supplement'Attached? • • • • • • • N · -. (YIN) ' •'' Page __ of ___ c) ll,-f!? . l • l i' ' ~ ' I. .I i' .\Jert1t1cate ot' t,;ompHance (Part 2 ot 2) Prescriptive Compliance lJr-1 A For Enforcement Agency Use Only Plan Checked.By Date · ·.·.·Note •. ·More than one Part 2·may be submitted, but all ~ust reference the same Part 1. The person responsible for the design compliance for each ··':. major building system acknowledges the following compliance statement by signing the appropriate space below. . · Complliu1ce · Statement. .. The proP.Qsed building improvements. substantially comply with the requirements indicated on the Certificate of ·ComP.!iance for this building, dated e-2,r~ . The plans and specifications include 'the significant energy conservation features and the compliarice documentation is consistent wi the pans and specifications. Envelope Allowed Proposed 1 . · Roof/Ceiling Rt. , •••• ii~ ~0 , 0 -~ Exterior Floor Rt • • • • • h-F-sf/Btu h-F-sf/Btu h-F-sf/Btu 3 . Opaque Wall Rt •• , • • • , ~ 4 Exterior Wall Area , • • • • • • • • • ·• sf 5 Wall Glazing Area , • • • • , • , • , • ,. sf 6 Average SC (Wall) • • • , , , • , , ~· 7 ;rota! Wall % Glazing • • • -a.e ·. % ·· , 8 · W~t E>Clerior Wall Area· (if applic.) , • , / t:,,... sf 9 .. · Glazing-,Area (West Wall)" (if applic.) , , ~ sf 10.' -~verage S~ (West Wall)• (if ap!Ji/A. • 11 . West Wall~'.},'~ Glazing• , , , , % 12 Roof Glazirig? (attach CF-6) , • , , •• · (YIN) ' Lowrise. office P_kgs. D, E,& F and all highrise offi~ Pkgs. Lighting/- 1s Basis o(Allowed LPD • -Allowed Proposed 14 LPD., ••• , , ••••• __ _ 15 Packag~J.ighting Reduction_· __ _ . 16 Adjusted'CPD • • • • • ; · 17 · Lighting Control Credits? •••••••• __ _ Other requirements: Mechanical Allowed Proposed watts/sf watts/sf watts/sf (YIN) Extent of Improvements Plans dated Signature Name/Tiile Company Address C1ty/Stcate/Z1p Telephone Enforcement Agency Plans dated Signature Name/Title Company Address City/State/Zip·. Telephone Enforcement fi,.gency Specs dated Date Cal. License No. Date Specs dated Date Cal. License No. Date 18 . Whole Building·HVAC Set#? (WS-4A). ·• J!. . a. Fan Wattage Index ••• ~· . e, ~ b. Cooling Power Index • • · · , 0 i!' c. Heating Power Index· • • 0, ~ · , (YIN) ==f ~~ Btu/sf ·· nature (Yt_N) JaQ'1f1'ae &,Ma . :pees dated t; .. ·u -sq fh, ate Ot!Q'VT ~//\)~ · 19 TailoredHVAC Approach? (WS-4B) ••• · a. Heating Capacity , • • • · i b. Cooling Capacity • • • • __ _ c. Fan Performance Index • __ _ . 20 Simultaneous heaVcool? (WS-4C) • • • Other reciuirements: EEM Fcinn Revised September 1988 ~Tll{f:f12: (units) TSUCHIYAMA & r /ttf1:( . ) . bompany units 701 B Street, Suite 1455 cfm-in/sf . Address KAINO (YIN) San Diego, Calif. 92101 city{~lj_t~iip 2 3 5 -0 2 0 2 ¢ ,Z. o Z..€5"' Telephone Cal: License No. Enforcement Agency Date Page __ of __ _ . ! JVlandatory IVleasures Checklist I \,...-· M .. F:.1 For Enforcement A(!ency Use Only Plan checked By Date. This Checklist ls applicable to both First and Second Generation Nonresidential Standards Compliance. Envelope Measures Reference in Construction Documents [ ) Certified insulation materials per 2-5311(a) • ······--- ( ) .,. Insulation Installed to meet flame spread and smoke density requirements of 2-5311 (b) • • • • • • • • • • ., __ _ I ) Urea formaldehyde foam insulation is installed per2-5311(c) •••••••••••••••••••• __ _ ( ] Retrofit insulation specified as per 2-5313 ••••• [ ) Air Infiltration Is minimized by specification of tested manufactured doors and windows, proper sealing and caulking of Joints and openin9s in exterior walls, and weatherstripping as per Section 2-5317. ; •• Lighting System Measures ( ) Certified luminalres/ballasts per 2·5314(b) • ······--- ( ) Independent control w/ enclosed areas per 2-5319(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 timers meeting CEO criteria may substitute • • • • • • • • • • __ _ [ ] Separate switching of dayllt areas per 2·5319(d) •••• __ _ ( ] Separate switching of display and valance lighting in retail and wholesale stores por 2-5319(h) •••• [ } Automatic control of display lightinQ in retail and wholesale stores per 2-5319(h) • • • • • • • • • • __ _ ( ] Tandem wiring of one-and three-lamp luminaires per 2-5319(1). • • • • • • • • • • • • • • • • • Daylighting and Lumen Maintenance Controls (when applicable) . I ] Uniformly illumination reduction to one-half , t / per 2-5319(e)1 • • • • • • • • • • • • • • • NIP- ( J Flicker free op_eration and no premature lamp failure per 2-5319(e)2 ••••••••••••••••• ( l Time delais to prevent undesirable cycling per 2•531 (8)3 • e • I e I I I I I I I I I I I 1 I J Step swlt(:hing devices with separation between on/off settings per 2-5319(e)4 ••••••••• EEM Form Revised September 1988 [ ) 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 • • • • • • • • • • • [ ) Pr~er installation of controls including sensor location, certification of Initial calibration and control of lumlnalros Reference in · Construction · Documents ·. only within dayllt area per 2-5319(e)8 ••••••••• ---i-- ( ] Visible or audible malfunction alarms per 2·5319(g) ••• _ _.___ Occupancy Sensing Devices (when applicable) ' ~-. [ ] Visible or audible malfunction alarms per 2-5319(9) • • • N /A,. . [ ] Limits on emissions per exceptions to 2·5319(e) • • • • N /p:,. ·. '' HVAC and Plumbing System Measures ( ] Piping Insulated as required by 2-5312 ••• : : •• ;M-,-2" _ -.: \ ' ' ',' ' I [ J Certified HVAC equipment per 2-5314(a) • • • • • • M~H M .. z_' · [ J Certified plumbing equipment per 2·5314(a) •.••••• P-1~ · · [ I Heating and cooling equipment efficiency per 2-5314(b) • M-1 ~ M~;2. ·, ( ] Pilotless ignition of gas appliances per 2-5314(c) •••• M -2. [ ] Automatic con.trols for off-hours per 2-5315(a)1 ••••• H-2, [ J Thermostat set point requirements per 2·5315(a) •••• M -2.. ,. [ J Sequential control of heating and cooling per 2-5315(a)3 M-2..,-,~;, .-.,::·.'_. I ] Automatic exhaust fan dampers per 2-5316(b) ••••• )!!)~'.ti.<,~~ '.!·,, . . ' [ ) Thermostat controls for each ~one per 2·5315(b) ·• • ;. -:· . M -2. · . , ·"\ ·: [ ] Ventilation provided per 2-5316 and 2-5343 •••• :,' ~· 'l'-1-6 f M~7. ( J yentilati?Jl and r~irculation air quantity· > . -· · · · t · information provided per 1403(b )3 • • • ~ • • • • • • • M -I ~ 1"1- ( ] Heaters for domestic hot water and/or pools per 2-5318 • P.. I ' . Page __ of __ E~velope Summary Form & Worksheet (Part 1 of 2) CF-2 ;, . ' ., .. ·· .. Roof A; s C Roof Proposed Type . Area · A-value .. f2--I ~.11..i lo.4-1 C '• .•, ' .. ·· Total 12.1-vi..-r Total ·.' Average A-value ~lazing in Roof A B .. Type North Exterior Wall Area s North 10G} C East C East ,,~141 . EEM Fonn Revised September 1988 D Area/ A-value 2.<PZ.. '2/.P't- 110,41 Col.8/Col D D Surface Area South D Surface Area South 0 E West E West 0 For Enforcement Agency Use Only Plan Checked By bate Floor Area/Soffits A Floor/So flit Type Total F Horizontal Total F Total -€1'~~ B Area G Total (A1) C Proposed R-v~lue Total D Area/ A-value Average A-value .... I _· __ __, Col 8/Col D H ' Proposed U-value Prorcsed . C .. ~~ Page __ of __ ! : f I 1i1 1 'i \ I ! i I I i I j i 11 11 11 1::nvelope Summary Form & Worksheet (Part 2 of 2) CF-2 t . . . Opaque Exterior Walls ~nd Doors : A B C D E F Surface Area · Wall· North'.· East South West Total Type . (An) (Ae) (As) (Aw) (At) lN-1. ·1~c-t 7lPD 0 0 e,c)C1· ., :, ' .. . . Totals 1~q 7(/;0 0 0 B~~ Glazing in ~alls A B C D E F Surface Area Giazing North East South · West Total Type (An) (Ae) (As) (Aw) (At) .. . tEr-1. 0 ~4 0 Q ~4 Totals 0 ~A-0 0 ,;4 SC Adjustment Notes: EEM Form Revised September 1988 For Enforcement Agency Use Only Plan checked By bate G H J K Proposed Wall Requirement Heat R-Value Capacity (Rt) At/Rt 21.'2. '2.,o~ 4-~9 Total tr~~ Prpposed Weighted Average R-Value I 1. 1 06 j · Col F /Col I G H R-Value (Ar) At/ Ar I."'~ ~~z Total ~2>,Z .· ~ ColF/ColK . J K .. ' Glazing Characteris~ Weighted Averages Total Area West'Area Total Area U-Value SC x U-Value xSC xSC 1,,1, 0,"11 ~,4 ·o ~./ Totals %,4-C> '2-4,1 Averages West SC 10 Col I/Col F ColJ/ColE Col K/Col F. Page___:__ of_ \ .-.....-- . . Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only ect I e . c, · we, ieL-tJ!e.tJ . Documentation Author/Firm Date Checked By Date :General Information 1 A~aembly' Type and Number , ~ : · , • , • , • • • • , : • , • • , • , , • • • • , • , , , • • , , ~ ,_bl::__L 2 Framing Type • . • • . • . . • . . • . • • • . • . • • • . . . • • . . • • . • . . • . . • . . • . . ~ 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 ~ 4 Fnunlng.Spacfng • • • ; • • • • • •. • • • • • • • • • ·• • • • • • • • .• • • • • • . • • • • • • • • • i4\o,Gi,tnches ~ Insulation In Cavity ,. • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • ~ • • . • • • • • • ---F-~2-hr/Btu 6 · · Effective A-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • •. ____ F-ft2.hr/Btu .. l1 '°·: .• ,.., •• '1 ~. ·' '·' ' ' •; p. •• f, : .. : :.: ' ,,:. t, • ' ,. ,, I I ' . :·,·: ·-.. >~ :/), ·~ .. ' . ' . ,. '• , .. , . ,' p ~' ,• I . ~ . : . ' ,; . "' ' ' .b,.': ·. ', • .'ft .. ,·: Sketch of Construction Assembly List of Construction Components A II Description e cotJC@:e:re.. 2 '2.. 1/~'1 ~~L c.:a·n.Jpt?J bl rrrl 3 . ~ '1-i '1 Atf2-«:;,fAOe · 4 6;eJ1 ede '??oefl:P B C Wall A-value~\ O,{J)"f Wel\1£t (lb/It ) g0,,; -- o. B<P '2., v D S~cilic eat (Btu/F-lb) 0./J./l - .2~ E HC ColCxColO (B~F-sf) 2°-2 5 ·-· --------------------------------- 6 7 8 Total R-Vafuew/o films , •• , , • , •• , • , , • L '2.o 9 lnsldesurfaeealrfilm ••.••••••••• , • • • 0,{J:)'o 10 Outsldeaurfaee alrlllm •• , • • • • • • • • • • • • 0, 11 11 Total thermal resistance (At) • • • • • • • • • • • • 2 , 0? 12 U-value(1/Une11) •••••••••••••••• 0, 4B . Form Revised September 1986 Total HC Page __ ot __ I !. { . I i / i ·, i •I 1 I. i. ,, I I :I j C0nstruction ·Assembly Compliance Form CF-3. . ~ -l(olc:?; ~~t+ ~-Office. For Enforcement Agency Use Only Pro1ect Tide . :12. ~-· ~-ie--e:1 ~ Documentati':l° Author/Firm Data Checked By · General Information 1 . · As~embly Type and Number • • • • · • • , • , , • , , , , , , • • , , • , • , • • , , , , , , , , •. , 12 -f 2 . Fratlli('9 Type • • • • • • • • • • • • , • • • • • • • • • • ·• • • • • • , • • • • • • • • • • • • • ~ ' I ,.,,, 4'' . 3 Fraining s %8 • • • • • I • • • • • • • • • • • • • • • • • • • • • • • 0 • • I • • • 0 • • 0 • 0 • • k )l . . 4 Framing Spacing • · • • • • • • • • • . , • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • '2-4 inches Date · 5 . lnsu·l~tion in Cavity •• _ • • . • . • . . . • . . • . . • • . ..••... , . . . . . . . . • • • • • }::?-I I F-tt2-hr/Btu 6 Effective A-value of Cavity/Framing , • • • • • • , • • • • , • • • • • • • • • • • • • • • • • • • • • 6. hf., F-lt2.hr/8tu ) Sketch of Construction Assembly · List of. Construction Components A Desa-iption· BJ I L-T-, I e iz.eP E: 1 J ?c 2 Vi." P1...::(w oo o .P/l-+J EL- 3 12--I I I N -6 l I L k:-----C I O ~ '4 5 6 7 B A-value , q;,z 8,~B 8 Total A-Value w/o film, • • • • • • • • • • • • • • _cq ___ ,_C::t_2""'--- 9 Inside surface air lllm , • , , , , • , , • , • • • , __ • _t.::> ____ I _ 10 Outside surface air lile •• , , ••• , •••••• ·---=-_,· l....,7'---- 11 Total thermal resistance (At) , ••••••••• , • ___ \.__0_, __ 4 ........ 1 ___ 12. ·U-value (1 / Line 11), , • , , , , • , , , , , , •• __ .. ____ Io ___ _ F'orm Revis od Soptemoo, I 986 C Wall Weight (lb/li2) .D Specific Heat (Btu/F-lb) E 'HC Col C xCol D (Btu/F-sl) Paga __ :ll_ . : HYAC Summary (Part 1 of 2) . . CF-4 For Enforcement Agency Use Only Plan Checked By Date Required Measures Checklist (Prescriptive Approach) · )8(. EconomlzM Requirement. List each c~ling fan/coil system: List the ·reference in the construction documents indicating that an ·integrated air or · . water economizer ha,s been specified, or, if an economizer is not included, list applicable exceptions 1 to 6 per Section 2-5342(e)1.A. Cooling System Dncrlptlon . e,c:-I· .. -_ 2 p,,.C-.Z ·. 3 ;-o-.e,-12 4 5 6 Reference 8 l~dependent thermostatic control of each zone. If an independent perimeter system (eg. baseboard ~r fan coil) is specified, indicate reference · that shows zoning and control requirements have been met per 2·5342(e)1.B. . 2 ·3 4 5 6 Cooling Syatom Description ,AC-k -~c-c-iz? - ~ot.Jr:- Reference 0 :Slmulta~eoua heating or cooling. List each central fan system which uses reheat, recool, mixing of hot and cold air streams, or other · 1 · simultaneous OP.8ratlon of heating and coolinrJ for zone temperature or humidity control. Also indicate If VAV is re~uired per 2·5342(e)1.C.', and that lt·meets zone minimum air flow setpolnt requirements. Reference location in construction documents where supply air reset controls have been Specified, . I 1 2 3 4 .5 6 SystO!" Description tJotJe VAV Required? VAV min.set. req'mt.(Y/N) (Att. WS-4C) Reset Control Reference · 0 Variable air volume performance. List each variable air volume fan system, fan ty~ (eg. airfoil centrifugal1 vane-axial), VAV control device (eg.-inlet vanes, variable pitch blades), and system reference in construction documents. For airfoil or backward inclined centrifugal fans, attach manufacturer's fan performance data showing that part load performance meets 2-5342(e).1.b.2. 1 . . 2 3 4 5 6 System Description · EEM Form Revised September 1988 .... VAV Fan Type Constrction Control Device Document Reference Page __ of __ H V At; 8ummary (Part 2 of 2) For Enforcement Agency Use Only Pian Checked By Date Whol~ Building HVAC _Approach (attach WS-4A) )"his approach m·ay only be used for whole buildings, not incfividual systems. See Section 2-5342(e)2. HVAC Power Index Set Selected (from CF-1, Part 1) • • • • • • • • • • • • • • • • • • • • • • • • Allzg 1 Fan Wattage Index (WS-4A, Line 3) • • • • • • .• • • , • ··• • • • • • • • • • • • • • • _0-.• --,.-- ·2 Cooling Power Index (W8-4A, Line 5) • • • • • • • • • • • • • • • • • • • • • • • • • %/0 p~~ ·•· ~ •. watls/ft2 ., ~ . . .Btu/hr-ft2 · ~ Btu/hr-ft2 3 Heating Power Index (WS-4A, Line 7) •••••• ·• • • • • • • • • • • • • • • • • • • C}O,'.?? Tailored HVAC Approach (attach one WS-48 for.each system) When this approach ls used, it must be applied to each HVAC system Individually. See Section 2-5342(e)3: 2 3 4 5 6 2 3 4 5 6 ~ Syatom Doacrlpllon ~- HNtlntJ Syatem O..crlptfon 1'J1'p,. Attach additional aummary aheeta •• noceaaary. EEM Fonn Revised September 1988 Allowed Pr~ed Load Load (2~,\"S-48) (26i'o/S-4B) t 1FPI N/)>,. ~/p._. N /A,. ii Allowed Pr~ed Load Load (25b, S-4B) (26bN~B) ~ ii Page_ot_ '' . ~hole Building HVAC Worksheet (HVAC.,P~~er 'Indices} -·WS-4A For Enforcement Agency Use Only mentallon r. 1rm ate Plan Checked By . Date Summary Data . ; Conditioned Roor Area • • • • • • • • • • • • • • • , • • • • • ~ , , • • • , , • , • , , • • , • , ~'°40 ft2 · 2 . Total Fan Watts.During Peak Cooling Conditions (from Worksheets below) •••••••••••••••• ~ .3 Fan Wattage Index (Une 2 x 1000 / Line 1) • • • • • • • • • • • , • • • • • • • • • • • • • • , • • • ~ 4 · Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) • • • • • • • • • • • I -4'2.,;. kilowatts Watts/ft2 . 5 ·. Cooling Power Index (Une 4 x 1000 / Line 1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '39 • .Z.. 6 TotalHVAC System Energy During Peak Heating Conditions (from Worksheets below).·. • • • • • • • • • !'2..~.-2- kBtuJhr Btu/hr-ft2 'kBtu/hr 7 Heating Power Index (Line 6 x 1000/ Line 1) •••• ., •••••• ~ •••••••• · •••••••••• :2~, ~ Btu/hr-tt2 · Fan Energy A l Eq~ent . rk B Description AC• UC.~ PUMP. AC-' z. I A.(:;.;~ • C D E F Brake Horsepower Motor x Drive Efficiency Cooling Heating Cooling Heating ,60 /eO ,'C'N"~ ,;-:;/0 .?,~ . -:o~ .(/)~ • (.t)(/) . ,60 .M . 7'2 .7.Z.. L . Heating and Cooli11g Equipment ·A B C D E F Cooling Equ~ent Design Conversion Source Description Output Efficiency Factor kBtu/hr na All Fans From 1.+~ na 10.239 14-.7 Worksheet AtxNe ~-I IHeA1"' PUMf" '?,(p,O q,z. ~.I ! p,..c-ri. '2.8,k ?, 6 .~,'.2. J:1,,,..G-~ 4-~.b A,O F-.'.2. ...., Total I 142,7 l EEM Fonn Revised September 1988 G H .I. J Peak kilowatts 1vonversion Number Factor Fans Cooling Heating 0.7-46 I -~~1 ; .~ ,:~~ ~ 0.746 I . '211~, .-:: ,,-1• !;, 0.746 1 • ':>'a> ~ --~~ ~ 0.746 0.746 0.746 0.746 0.746 0.746 0.746 0.746 0.746 Total Kilowatts ) I •4:M I i,?f~"I ) G H J Heating -. Design Conversion Source Output Efficiency Factor kBtu/hr 1~4~ na 10.239 14-,7 ,:),,,),i.l"', z.,-?, .-o,.o ~~.CP "2.A-,O 2,c::te, ~.o 2'1-,~ A,;1 ~ 12_· ~ .o.;o L.11,. ~ Total I l'2.'7..4 l Page __ ol I I ! . l I . I I Specifications-Model 50OO-Sizes 042 Thru 060 MODEL AC•~. 50QQ SIZE 04236 04256 · 04266 04836 ,04856 04866 06036 06056 06066 ~LECTRICAL ,, . , :fl Volls"""'.Phase (60Hz) 208/230-1 208/230-3 460-3 208/230:...1 208/230-3 460-3 208/230-1 208/230-3 460-3 ·-operatlna Vollaae Ranae 187·254 187·254 414·508 187·254 187·254 414·508 187·254 187·254 414·508 · · Unit Ampaclty for Wire Sizing 31.6 21.8 11.2 34.8 25.0 12.1 47.3 35.1 17.7 Minimum Wire Size (AWGI* 8 10 14 8 10 14 6 8 12 ·· Total Unit Amps 26.4 18.8 9.6 29.2 21.4 10.3 39.7 30.0 15.0 Compressor Ra1ed Load Amps 20.7 I2.0 6.3 22.4 14.6 7.0 30.2 20.5 10.3 · Locked Rotor Amps 106.0 79.5 39.8 110.0 90.0 45.0 178.0 124.0 62.0 Outdoor Fan Motor, DD, PSC IHPl · .25 .25 .50 .25 .25 ,50 .50 .50 .50 Full Load· Amps 2.2 2.2 1.3 2.2 2.2 1.3 2.8 2.8 1.3 Indoor Blower Motor, DD, PSC (HP & Speeds) .50&3 .50 &3 .50&3 .50&3 .50&3 .50&3 .75&2 .75& 2 .75&2 Full Load Amps 3.5 4.6 2.0 4.6 4.6 2.0 6.7 6.7 3.4 Max Branch Circuit Fuse Size (Amps) 50 30 15 50 35 15 60 45 25 , PERFORMANCE DATA ·· Rated Cooling Capacity @ 95 F (Btuh)t 42,000 42,000 42,000 47,500 47,500 47,500 58,000 58,000 58,000 SEERt · 9.2 --9.2 --8.9 -- . EERt -8.0 8.0 -8.4 --7.8 ·7.8 Rated Heating Capacity @ 47 F (Btuh)t 41,500 41,500 41,500 45,000 45,000 45,000 58,000 58,000 58,000 . HSPF (Minimum-Region IVlt 6,60 --6,60 --6.60 -- C0Pt 2.9 2.8 2.8 2.9 2.8 2.8 2.8 2.8 2.8 ARI Sound Rating Number:j: 8.2 8.2 8.2 8.2 8.2 8.2 8.6 8.6 8.6 COMPRESSOR, REFRIGERANT, & CONTROLS Compressor Type Hcrmclic Compressor Temp & 0vercurrent Protection Standard (lnlornal Line Break) Compressor Internal Pressure Reifel Valve Standard Compressor Vibration Isolators Standard · Vapor-Tube Accumulator Standard .··Two-Way-Flow Relrlgeranl Metering Device C/H 78/70 82/73 93/84 Low-Pressure Switch Standard · Compressor Crankcase Heater Standard Compressor Quick-Start Components Standard-All Single-Phase Units ·-·~-~!!!,Qoranl Sorvlco Ports -.-·-~ .. ~ ·-~ Slmulard '!oat-Saving Rovorslng Valvo Standard · ·.·no-Temperature Defrost System Standard · rf,22 Refrigerant Amount (Factory Charge) 8 lbs·12 oz 9 lbs·0 oz 9 lbs·0 oz INDOOR COIL & BLOWER · Coll Face Area (Sa Ft)--No. Circuits 7.3·7 7.3-7 7.3-7 7.3·7 7.3·7 7.3-7 8.3·7 8.3·7 8.3·7 ' ,Width X Height (In.)' ,. 37 X 28 37 X 28 37 X 28 37 X 28 37 X 28 37 X 28 37 x31 37 x31 37 X 31 : Rows & Fins Por Inch 3 & 14 3 & 14 3 & 14 3 & 14 3& 14 3 & 14 3& 14 3& 14 3 & 14 Blowilr0Wheel Dlaineler x Wldlh (In.-) 12 x6 12 X 6 12 x6 12x6 12 X 6 12 X 6 12 X 6 12 x6 · 12 x6 Rated .Coollna Airflow cfmt 1325 1325. 1325 1650 1650 1650 2250 2250 2250 ·', External Static Pressure Un. welt 0.20 0.20 0.20 0.20 0.20 0.20 0.25 0.25 0.25 , ·condensato Drain Connoctlon (Hosoi 3/4 3/4 3/4 3/4 ' 3/4 3/4 3/4 3/4 3/4 · OUTDQO.R COIL & FAN :Coll Face Area (Sq Fil-No Circuits 12.0·5 12.0·5 12.0·5 12.0·5 12.0·5 12.0·5 14.0·6 14.0·6 14.0·6 Helnlil & Width (In.) 27 X 63 27.x 63 27x 63 27x 63 27 x63 27x 63 31 X 63 31 X 63 31 x63 •. , Rows & Fins Per Inch 2 &22 2&22 2& 22' 2& 22 2&22 2 & 22 2 & 22 2 & 22 2&22 ·Fan Diameter (In.) 22 22 22 22· 22 22 22 22 22 STANDARD ·EQUIPMENT !ilmulmd Mulll-Spood, Dlroct•Drlvo Blowor -------.... --, .... -~--... . ... ·-··--·-·-·· .... -···· , ...... ... sti,iir1iiiii" · -.. ...... . ..... ······· . ... ____ ,. ________ , .. __________ PSC Enorny-Savlnn Blower Motor .. PSC EneraY•Savlnn Outdoor Fan Motor Standard Computer-Designed Refrigerant System Standard Insulated Blower:Compartmenl · Standard Low-Voltage Terminal Block Standard OPTIONAL EQUIPMENT Outdoor Thermostat Kit 50LQ900001 Duct Adapter 50YM900051 TIME GUARD® 50LQ900021 Service Sentry : 50l.0900011 FIiier Drier 50LQ900031 . · *Use only copper wire for field connections to the unit. Wire sizes are based on 60 C copper conductor at 86 F (30 C) ambient temperature and the ainpaclty shown In table. If other than 60 C copper conductor Is ·used, If ambient temperature Is above 86 F, or If voltage drop of wire exceeds 2% of · •mil total rated voltage, determine wire size from ampaclty shown and tho National Eloctrlcal Codo . . · :iled In accordance with ARI Standard 240-81 and/or U.S. Government DOE test procedures. -~,iated In accordance with ARI Standard 270-84. ) '.._,/ i' . ' ._ . ......... · 1· J • I < I 'I j i i I \.._,. · Specifications-Model S0QQ-Sizes 018 Thru 036 ('-1(,;\ fLA MODEL A.C:--2.. 5000 SIZE· 01834 02436 03034 03054 03636 03656 ELECTRICAL -.. · Unit Volts..,..Phase·(60Hz) ·208-230-1 208-230-1 208·230-1 208/230-3 208-230-1 208/230-3 Operatina Voltaae Ranae 187-254 187-254 187-254 187-254 187-254 187-254 Unit Ampaclty .for. Wire Sizing 16,5 19.4 22.3 15.0 27.2 19.2 Minimum Wire Size !AWG)* 12 12 10 14 10 12 · Total Unit Amps 14.2 16.5 18,8 13,0 22.9 16,5 Compressor Rated Load Amps 9.3 11.6 13.9 8,1 17.2 10,8 Locked Rotor Ames 50.0 53.0 65.0 53,0 82.0 67.5 Outdoor Fan Motor, DD, PSC (HP) .25 .25 .25 .25 .25 .25 Full Load Amos 1.4 1,4 1.4 1.4 2.2 2.2 Indoor Blower Motor, DD, PSC (HP & Speeds) ,33 & 2 .33 & 2 ,33 & 2 .33 & 2 ,50 & 2 ,50 & 2 Full Load Amps 3.5 3.5 3.5 3,5 3,5 3,5 Max Branch Circuit Fuse Size (Amps) 25 30 35 20 40 25 · PERFORMANCE DATA . , Rated Coollna ·caoaclty @95 F (Btuh)t 18,000 24,000 28,400 28,400 36,000 36,000 SEERt 9.0 9.2 9.0 -9.2 - EERt ---8.2 -8,5 Rated Heating Capacity @47 F CBtuh)t 19,800 · 24,000 29,000 29,000 36,000 36,000 HSPF (Minimum-Region IV)t 6,60 6.60 6.60 -6.60 - ·COPt 2.90 2.95 2.95 2.80 3.0 2.8 ARI Sound Rating Numberf 7.8 8.0 8.0 8,0 8.0 8.0 COMPRESSOR, REFRIGERANT, & CONTROLS Compressor Type Hermetic Compressor Temp & Overcurrent Protection Standard (Internal Line Break) Compressor Internal Pressure Relief Valve Standard Comeressor Vibration Isolators Standard Vapor-Tube Accumulator Standard Two,Way-Flow Refrlaerant Meterlna Device C/H 52/42 61/49 67/52 76/63 Low-Pressure Switch Standard Compressor Crankcase Heater Standard Compressor Oulck,Start Components Standard-All Single-Phase Unit Refrigerant Service Ports Standard Heat-Saving Reversing Valve Standard · Time-Temperature Defrost System Standard R·22 Refrigerant Amount (Factory Charge) 7 lbs-6oz. 6 lbs-8 oz 8 lbs-0 oz 7 lbs-4 oz INDOOR COIL & BLOWER Coll Face Area (Sa Ft)-No. Circuits 3.4-3 3.4.3 4.3·4 4.3-4 5.0-6 5.0-6 Width x Helaht lln.) 25x 20 25 X 20 31 X 20 31 X 20 31 X 23 31 x23 Rows & Fins Per Inch 3 & 14 3 & 14 3 & 14 3 & 14 3 & 14 3 & 14 . Blower Wheel Diameter x Width (In,) 10 X 6. 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 Rated Cooling Airflow cfmt 675 900 1100 1100 1300 1300 · ExteroQI Static Pressure (In. wc)t 0.10 0.10 0.15 0.13 0.15 0.15 -Condensate Drain Connection (Hose) 3/4 3/4 3/4 3/4 3/4 3/4 ·OUTDOOR COIL & FAN : Coll Face Area {Sa FO-No. Circuits 8.8-3 8.8-3 8.8-4 8,8•4 -10.3-5 10.3-5 Helaht & Width (In.) 20 x63 20x 63 20x 63 20x 63 23x 63 23x 63 · . · Rows & Fins Per Inch 2 & 22 2&22 2 & 22 2 & 22 2 & 22 2 &22 Fan Diameter (In.) 22 22 22 22 22 22 STANDARD EQUIPMENT Multl•Soeed, Direct-Drive Blower Standard PSC Energy-Saving Blower Motor Standard Comeuter-Desl9ned Refri9J~!-~stem ----··---~---·--------· Standard Insulated Blower Compartment -· Standard Low-Voltage Terminal Block Standard OPTIONAL EQUIPMENT -. Outdoor Thermostat Kit 50LQ900001 ............ _, _________ ,._,,..,,.. ___ ,.,,_,,._ .......... ,, ..... __________ ···-·-·· .. ----............... ,.,-..... -.... Duct Adaptor 50YM900051 TIME GUARD'"' 50LQ900021 Service Sentry 50LQ900011 FIiter Drier ~· 50LQ900031 AC•·f 03666 · 460-3 414-508 8.7 14 7.40 5,0 33,8 .25 ,70 .50 & 2 1.7 15 36000 - 8,5 36,000 - 2.8 8,0 I, ' .. 5.0-6 31 x23 3 & 14 · 12 x6 1300 · 0.15 3/4 10,3·5 23x63 2 &22 22 . ' l •Uso only copper wire for flold connecllons to the unit, Wire sizes nre based on 60 C copper conductor at 86 F (30 C) ambient temperatu(e and the ampaclty shown in table. If other than 60 C copper conductor Is used, If ambient temperature Is above 86 F, or If voltage drop of wire exceeds 2% of unit total rated voltage, determine wire size from ampaclty shown and the National Electrical Code. , . tRated In accordance with ARI Standard 240-81 and/or U.S. Government DOE test procedures. r, :j:Rated in accordance with ARI Standard 270-84. \ ,' """'-- '\ 3 . ZONE DESIGN COOLING LOAD SUMMARY Z (-) , .. , ,, .. , 1·\1 ,.,., li11 ,, .. , • 1=:· ,'\' .. r f:·:· c::, I n r,:·1· r11::~ r::· ·,· c·: 1::~ <=)· .... ··::, I\I J"1 1=: 1 1::1·· · A C -I ... .. , .... ,..:\ \,,. ri: .... • ... r .. i. .... ... . ....... \.. .,... ... • .. .. t , · er-' r'1 C'Fir-~r r· ·~, T r··n, .. ··N T ··· _i::ic:6:1·:. J. <::in n .. , -1 ·L .. -.:1..: • ) r1 •• ,I·· .......... ·,, · .. , .. ,, Job NanH:! ~ ·If::; IS FZE\3l::~r'.1PCH l....C::11X-:.i 0:':5 00··'.,i?.2""0[)<? .J1...1.l 1700h Prepared By: TSUCHIYAMA & KAINO 6011589110 Carrier Hourly Analysis Program Page· 1 of 2 ****************************%******************************************* i30LAR GAIN GLASS TRANSMISSION WALL TRANSMISSION .ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE .CIGHTING < 2,283 W TOTAL) OTHER EL.EC. ( 457 W TOTAL> PEOPLE ( 17.00 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD SENSIBLE LATENT <BTU/hr) <BTU/hr) 0 () :I. !I ~_!; ~:7.i f3 i{. ;1 j, {::)i.::.=., 0 0 0 0 (i (i (l 0 0 ::::: :t .«~~ fs:::.=; (i 0 ~----------------------------------------------------------------------- t3UB-·-TOT{Jil...El NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL. COOLING LOADS TOTAL COOLING LOAD :~::40 CF'M) 0" .q) (') 0 ~::::;;~,, 004 BTU/hi· .. :::~ .1:i,? " :::: ~,; q f t / T r.:m !;i ZONE TOTAL FLOOR AREA -.913.00 sqft 4 11 ()91 (i 0 0 ZONE OVERALL LI-FACTOR -0 .. 168 BTU/hr/sqft/F i****************i***************************************~************** Transmission and Solar Gain by Exposure LOAQ COMPONENT AREA TRANSMISSION SOLAR GAIN (sqft) (BTU/hr) (BTU/hr) \" ii ~-----------------------------------------------------------------------l I ~,I...,{,; Ei ;:3 l._0(-'~DEi:: Nt;: I"" ,-st::~ c:" , .. 1 !St>./ l,,1.J 1\11,>J N H \AJhLI.... ! ... OhDf::l~ NE l:::. SE:~ ~::, f:i~,1 l,\j 1\11,Aj N 0 0 () (:, 0 (i 0 0 (l 0 :~:;tj}'? 0 0 0 () 0 '?l:> 0 () () 0 0 () () (i 0 () :t !I {•_1!,=,~;(::) ('· ,.,/ 0 0 () () 0 0 0 0 () (i 0 0 0 ************************************************************************ I \ I I I :' I ! / ZONE DESIGN COOLING Zone Name n EXTERIOR OFFICES-2ND FLR Loe ,::rt :i. (:)l'"f f. CARL!:lBfm !I, Cc~,L I Frn:;:N :( i:::1 .Job Name n ISIS RESEARCH LAB Prepared By r. TSUCHIYAMA & KAINO Carrier Hourly Analysis Program L.Clt~D SUMMP,F:Y O~:i····22 .. ··Elc; ,Ju.1 1. 700h 602 :I. ~::i(::l'-:il :!. :I. 0 p ~1 ,·, 1::, '.i ('l f ,._, r .. -:.; .... .,... ... ''i" ************************************************************J*********** COIL SELECTION PARAMETERS COIL ENTERING AIR TEMP. CDB/WB) CDIL LEc'..~'.,1ING {~IF~ TEMP.. (DE!./llJB) COIL SENSIBLE LOAD COIi .... TDTPd .... I....Clf.-m COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) · TOTAL COOLING CFM (std. air> COOLING CFM/sqft RESULTING ROOM REL. HUMIDITY ::::: 78.1/ 65.8 deg F 54.0./ 53.1 deg F 22!, :5~:iO BTU/hi'· :::::'.?1,004 E<Tl..//hr· ~7,!j ~.) II (i d r;~, i:;1 i::• fJ<::.,6 CFM Ei64 CFM COIL BYPASS FACTOR -0.090 ************************************************************************ ZONE DESIGN HEATING LOAD SUMMARY Zone Name EX~ERIOR OFFICES-2ND FLR O~::i-.. ·2'.2·· .. B9 Wint8r db~ 40.0 F Indoor db= 70.0 F <:)02 :I. !:::i09 l 1. 0 . ·1 -. · I · · ("' (-' ,, .. , I C'' .... '\ "f') ("' .-. ' '[ , .... n I"' l\l 'I' •'\ .,.Qc::.r::i.·.7. l on : ·i -l .. , ··:,._1.l.::lf .. 11. , .. ,Ht. ............ ~ .•. 1-.. 1 · :,Jc:ib 1,1r.:\mF:: n · I ttl I 8 Rl~:3EP1RCH I...AD Prepa~ed By; TSUOHIYAMA & KAINO Carrief Hourly Analysis Program P,,,11;11::1 1. of 1 ~*********************************************************************** Nc:ite~:: Hf,?i,,.t i nq 1 Of.:'td :i. ~,.. comput(':::d ,,:1t \Ni nt.1::::1·· de-:·~c,i (Jn c:ond:i. t.:i. on" I.. .. OP1D COMF'DNENT WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS t;L.t-)E< FLOOR HEATING SAFETY BTU/hr i::;UB .. ··TOTPil... NET VENTILATION LOSS L.ClP1D ( HTU/h1r·) 'I , '"" ,ft !I 1!:J ,,::'. (::~ 0 0 l,:I.El:t l () !l ::·:~ :::; l:) 10!1 9(1(1 ~---------~------------------------------------------------------------- TOTAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPLY AIR TEMPERATURE HEATING VENTILATION AIR CFM HEATING SEASON ROOM DRY BULB TEMP. ::~; no c F ,-.,.1 (:il;:'5,, 0 d f:'::(1 F :::::40 CFM 70 .. 0 dE?(.) F ************************************************************************ ,J fl II " ' ,, ~I I ZONE DESIGN COOLING LOAD SUMMARY :Z:on<-:i) N,1':l!llff! ; ·EXTE:::F~Ior-:< OFFICE:~:;-.... :t/:lT FI....F~ Ac~z. 0~::; ..... 2:,?--E:l<:J LocatioM 1· CARLSBAD, CALIFORNIA Jul 900h Job Namm I ISIS RESEARCH LAB Pi'."ep,;;ir·ed By r. T\~;J ... n:::1--1 I W!iMA 8,: l<tH NC! 6021 f5E191 :I. 0 · C r.:·w r i <:? ,,, HcJ LU'" 1 y t~·n i,d. '/~:.:i. ~::-F' t'" c, •J 1·· i::Hn P ·"'· 9 t~~ 1 t~, f 2 . **$********************************************************************* LD/·1D COMPONENT t30L.r-:,R (3P1 IN GLASS TRANSMISSION WALL TRANSMISSION .F~DCJF TF;;,~Nl::JM I \~l'.?3 I ON TRANS. LOSS TO UNCOND. SPACE ·LIGHTING 1,800 W TOTAL> OTHER ELEC. < 360 W TOTAL> PEOPLE C 5.14 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD SENSIBLE LATENT (BTU/hr) 0 0 <::) !I :l,lf.:1? 1. :, ~·:~ ~l~~ ::3 :f. :, ~1~:~ ,!:J () () () ( DTU/ht•"} (i 0 0 0 1) (i () :I.:• ()!;54 0 --------,--------------------------------------------------------------- . SUB .. -TOTP1I....S NET ~)ENT I Ul1T I ON I....ClP1D ( SUPPLY FAN LOAD (BHP= ROOF LOAD ro PLENUM LIGHTING-LOAD TO PLENUM TOTAL COOLING LOADS TOTAL COOLING LOAD :!. o::::: CFM) 0 0 l ~ \:51 !.:::i :t ;I ~=i ~::i<::! (l 0 (i l::ll'" Cll'" Z. ,o,-1 201, O:::.i4 DTU/h1-· 4:::::0. \::l i;;;q·ft/"t·on!::; ZONE TOTAL FLOOR AREA -720.00 sqft ZONE OVERALL LI-FACTOR -0.406 BTU/hr/sqft/F ************************************************************************ Transmission and LOAD COMPONENT AREA C:ll....,~~(-::i'.:.1 L.OP,Dfl :: NE [:"' N H \,~(-\1.. .. 1... 1.. .. 0(-~l)f; n NI:~: I"" (!:sqft) 0 0 0 (l () 0 0 (i (l 0 () o· () Solar Gain by Exposure TRANSMISSION SOLAR GAIN <BTU/hr) <BTU/hr) 0 ,..t',..,I l / 0 (i (l () 0 () 0 0 (l () 0 0 0 0 (i 0 () 0 0 ***.********************************i*********************************** ZONE DESIGN COOLING LOAD SUMMARY Zone Name n EXTERIOR OFFICES-lST FI....R . LC)C::i:'tt. :i. (:)f"l tt cr~,:.~L..SB(.H), ChL I FOR/\! I {:i .:Job Nr.:'lmf:.-:: n-IS IE RESEP~RCH LP1B Prepared .By~ TSUCHIVAMA & KAINO Carrier Hourly Analysis Program () ::,::; "'" :,;:~ ~·:~ ..... ~:~ ~jl Jul 900h 602 l ~.:if!<~) 1. l O 1 F'c.:'(9e 2 of 2 ************************************************************************ COIL SELECTION PARAMETERS COIL ENTERING AIR TEMP. CDB/WB> COIL LEAVING hIR TEMP. (DB/1.-~D) COIL SENSIBLE LOAD CO II.... TC!TPil.... l....DP1I} COOLING SUPPLY AIR TEMPERATURE TOTAL.. COOLING CFM (actual> TOTAL COOLING CFM <std. air) CODLING CFM/eqft RESULTING ROOM REL. HUMIDITY 75.3/ 62.8 deg F 54.0/ 53.0 deg F :1.,b,, 6fi,q. BTU/h1·- :·.20!1 01.'5.t.J. BTU/ht'" ;~:i'.S .. O d,2r1 F 72'? CFM l :,,:'.;.:., CFM :1. "01. CFM/!::,.q·H. COIL BYPASS FACTOR -0.090 ************************************************************************ 1 ZONE DESIGN HEATING LOAD SUMMARY Zone Name n EXTERIOR OFFICES-lST FLR Location: CARLSBAD, CALIFORNIA Job Name n -ISIS RESEARCH LAB PrRpared By~ TSUCHIYAMA & KAINO Carrier Hourly Analysis Program ()!:~-.. -~~:~ .. -.. f39 Winter db= 40.0 F Indoor db= 70,0 F ,.:, 0 '.,;:'. :/. f:!i (;:) 9 :1. :1. 0 P i::t1.;;i e 1. c:if :l ************************************************************************ Note; Heating load is computed at winter design condition . . L.Dr~D CCJMPClNENT L D1~rn arn..J / h 1· .. ) . . ------------------------------------------------------------------------ WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS ~:ll ... f.·lE< Fl...DOF: HEATING SAFETY BTU/hr \:lUB .... ·"f'CJT (.~,I... NET VENTILATION LClSS TOTAL HEATING LOAD HEATING SUPPLY CFM HEATING SUPPL..Y AIR TEMPERATURE HEATING VENTILATION AIR CFM ~EATING SEASON ROOM DRY BUL..B TEMP~ 0 0 7:::::a :!. !I :I.:!, ,,'.I :i.:l.!,(37:!. ::::::1.7 CFM 9~;:_;,, 0 d E:!iJ F :!. o::::: CFM '/(i,.() c:l,'!!(J F ************************************************************************ ,', . ' ' . < • ZONE DESIGN COOLING LOAD SUMMARY Zi::inf::i Ni::lme INTERIOF: OFFICE:::; AC-~ o~.'.'.i--···22---09 . Loc:a.t:icm: CP!Rl...f.3Et(-m. ChLIFOF;:NI(-'~ ,Jul 1700h · ,' J. · · I"\ 1\1· .; .-:::; · • · T (:• ]' (:' 1:·, 1::· q 1:::· f, 1::? ,., , ... , I {.~ i·::i .P .,, , <.tf!H.. • •. , .. ) .. , .. ) , .... ~ ...... 1··1 .1 .. , ••. l'"l -• . ]!::•jr·,_1::11::iif.\t'~t';)d l3y -~ TElUCl .. ·IIY(-WIA g~ 1<1--HNCJ ,f.:)0:;;~1$:Yr1 :1.0 Carfie~ Hourly Analysis Program _ Page 1 of 2 ************************************************************************ SENSIBLE LATENT LdAD CciMPONENT <BTU/hr> <BTU/hr) ----·------------------------------------------------------------------SOU-W~ GPiIN ' ·GL..AS\:3 TRANf.H"I I 13B I ON WALL fRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING ( 4,083 W TOTAL> OTHER EL.EC. 8:1.7 W TOTAL) PEOPLE ( 11.66 PEOPLE TOTAL> MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD ~3UB·· .. TOTP11....f:3 NET VENTILATION LOAD , SUPPLY FAN LOAD <BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS :,;:: ::::: ::::: Cr::· 1v1 ) () II !:.:~) 0 0 i) ~.':.i:, 7.-<'.1-E:l 0 :I. :2;; ~ {'? ~.;;: (:? :7?. 9 '?' f1 l:) :;;:!,, (::l!5(::l 0 (' .) ::;~ :.::) !I !;::J t:3 ,ii, ~,7:: (I () :t :~·:·~ l. !l :~::[ 0 0 () TOTAL COOLING LOAD -36,841 BTU/hr c:ir ~::,, 07 TDt"\!5 i:w· :31/i, 1~ !:::i'.:::: :I." 9 !,sq+ -1::. /Tc:ini?.; Z.ONE: TOT Pd ... ' FL.OD!:;: f-11Hl:U)i .... :!. !I(:.;::~::~:: u 00 ",q-F t () (i (l 0 () 0 i) (i 0 ~:::!, 4'/4 4,, 160 0 0 () ZONE OVERALL LI-FACTOR -0 .. 086 BTU/hr/sqft/F ************************************************************************ Tt'",:::11'"1!?.;mi s;1:;;i on e1nd 1....0(..)D COl"IF'Cll'·-IEl\!T AF~Er:~1 !"" I''"\ -=~ E!l,1.! . I,~ Nt1J N H ·. ~~hl: .. L. LOADS~ NE . I"" (\;~qft) (l 0 () {"• .,.I 0 () (l 0 (i (i () 0 () (') .... 0 0 i"i . .. Solar Gain by Exposure TRANSMISSION SOLAR GAIN ( D"l'l..J/h1· .. ) <DTU/hi· .. ) 0 0 0 0 0 0 () . 0 0 () 0 () 0 () () (i 0 0 o_ (l 0 (l 0 () 0 •"1 \.,. ************************************************W*********************** ... " 1 • ZONE DESIGN COOLING LOAD SUMMARY Zone Name: INTERIOR OFFICES Location; CARLSBAD, CALIFORNIA Jdb Name; ISIS RESEARCH LAB Pr~~ared By; TSUCHIYAMA & KAINO Carrier Hourly Analysis Program . () t::.i .. ". ;::~ ~~ ·"" El (1 ,Ju:!. l700h ,::.iO'.,;~ :l. ~::i!:3Si :I. :I. 0 Pi:,,.qr!~ 2 Qf 2 ************************************************************************ COIL SELECTION PARAMETERS -----------------------------------------------------------------------COIL ENTERING AIR TEMP. (DB/WB> CCJIL. ·L..EP1'•JING 1:~1IF~ ··1·1:::MP. (DB/l,1.JB) COIL SENSIBLE LOAD COIL TClTP1L ! .... OP1D COD! .. I NG SUPPLY f-'.1 IR Tl:~'.MPERP1TUF'.f:::: TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) COOLING CFM/sqft RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 76.6/ 63.7 deg F 54.0/ 53.0 dcig F '.,?9 1, 207 DTU/h1'"· :::~6:, t::l4:1. );f.l""l"f. . .!/h1· .. !.:.'it:.:i " () d (·:i)(.l i::· :!. ,. :;:!00 CF1··1! l, :l 9B CFM 0 .. 7::::: CFM/i;;;q·ft ************************************************************************ 1 I ,. ' i '. ,') I l • I Zorn-, Ni::!fflf2 -:: ZONE DESIGN HEATING LOAD SUMMARY I N'T:°EF;: I 01~~ OFF I Cl::::fa Location ; CARLSBAD, CALIFORNIA "Job Name: ISIS RESEARCH LAB Prepared By; TSUCHIYAMA ~ KAINO Carrier Hourly Analysis·Program 0~:1-... 2;?.-··Ds> Winter d~; 40.0 F I~dcor db= 70.0 F 602 :I. !5(]9 :I. :I. 0 1:::·01qE?.• :l of :!. ************************************************************************ N6ten Heating load is computed at winter design condition. L(J(.)I} CC)MPClNE:::NT WALL TRANSMISSION ROOF TRANSMISSION GLASS TRANSMISSION TRANSMISSION LOSS TO UNCOND. SPACES INFILTRATION LOSS !:lL.l;E1 FL.OOF< . HEATING SAFETY BTU/hr I .... Clf..))) (E!TU/hr > (i (i () () :l.!,01.Sl ------------------------------------------------------------------------SUE!····TOTP1L.. NET VENTILAtION LOSS '? ;: *::~ J. ~:? 7 :I ~~i47 ................... 0. 0 ....... UO O ..... ·-· _ .. 0 0 .......... 0,0UO .. ··-· ....... H .......... , .... ·--OHM OMH ..... -·N 000 .. HHO .................... ·-· ··-............. ,, -··· .......... oOHO , ................... "'" ,, .. , ONOO '"" ..... MooO OMN ............... "''' noo• 00H0 OUM o,0,1 O,nO ........................... -..... , ............ .. TOTAL HEATING LOAD HEATING SUPPLY CFM HE(·ii'f I NG :~iUPPI... y (-\ :r. p T!:],"IPERr-rruni:~: HEATING VENTILATION AIR CFM HEATING SEASON ROOM DRY BULB TEMP. -~ll:")·"; .1~. ,I J, ••• CFM CFM 7(). 0 *****~******************************************************************. ,'·, )',,,. ·'~, . Cot)[ of .Car~sbad DATE: Au~usT I, 198? , 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. 075 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. l'ue: LLOYD B. HUBBS City Engineer LBH:SEE:rp Enclosure: Application No. 67'.S- c: Building department Chris Smith, Encinas Plant Arnie Wing, Department of Health Services 2075 Las Palmas Drive .. Carlsbad, California 92009-4859 ° (619) 438-1161 {- COMMERCIAL/INDUSTRIAL APPLICATION FOijH FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW ------/ c ~-ar60 BUILDING P.C. NO.: ~ I (CHECK ONE) REVISED ----APPLICATION NO.: 6 15' -_.;;....;..._ __ ~~ze:::-s z,r i;:ttf City Representative INDUSTRIAL CLASS: /! C?J DA TE: 9/( /!Jr -...J..:---- ______________________ _..,_~;,-=-··------ APPLICATION fOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPLICANT: ls'f5 Fh'8VVYaceut1ceb ;~ESS: 22/!f:) f'd'l"2(3E:A) TYPE Of BUSINESS: Lsl.ct:Jir2,lsovf APPLICANT I s ADDRESS: 1-'2.f:!:>O f8 ra<;f'o\/ A-v-f__ (Check where applicable) 8. WASTES AND PROCESSING: ~I Domestic Waste Only 'Kl Industrial Waste 1-/ Industrial Waste NOT Discharged to Sewer -Discharged to Sewer * GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of\ proposed waste): Rorne<'.f>ftc, kd:?6ie rlu:!) nd dete,V< 01;+ ~21-ef 25 u-eao-5 0al ts (aeu½!) ed ('ov ~ GENERAL DESCRIPTION Of PROCESS (If Applicable): _ _,__ ______ -+-- C. WASTES TO i3£ DISCHARGED TO SEWER: WASTE: (Check One) TREATED: UNTREATED--: ...-x+:-• *QUANTITY: AVERAGE \00 GPO (Daily) MAXIMUM I 000 GPO (Gallons Per Day) .. ' A·STE I\ ~ (· /-:1G1.d-S ! .. GA-S·t: C h errH.LCL \. -fu 1<-rA Q e,, le a..s e-J ~ +v w trS. +e... s.v ~ fe-'1 wC-l! l?.e.. /J~.--c{ oL ·k:Cl s:~ L-fs '3 e,<:_pe cl.e J. Vo l U me. , 2 .j a. 1/ d-""f d l l 1,:leJ r,.fe u fri. fr l {_] e J Se<. -l ~ "2. Foizl'SS.~LJ..,y1 ykospk~+e-bu_ +tees /0.eu. NA !13 ed.· }<J f If !a :W ~+A e ,+tee. :ri C ~ o i?--NC{_ 0 H / t< O·ti LO r\ Cc. S +.eeNs 4R Of WA; Si-€-,,,.__ [ 0 .-M .,. CkM-l<--·a.. l -{; ~M f?..c. ~ea.s<::J ~ wA-S--k-s.~ ~~,,,-r1. ·w Cl\ toe.. No.. ct/Kc.\ .) KH/0~ 1 Av()L ·l(z. tt POi -0. q..__ N~ ht2 PO-+. ~c{ _Na2--·K-f cJ't e.. xpe c -k <i. v o LJ t1'1C-- /0 e u+12Pi-lC3 ~ J. .. ~ CVI. c.M Cc.. al_ -hJ?'lv\ (Le [ e CZ.S,.fl J ~ Gc:a-5. t:, s rs-.~// 6R.. Soc:lc-uM-CJJ<... pcrfa.ss·1.,~-'o012A-k- wr.1/ J expec\e Jl valuMe__ IO -IS ,yaf ~ ddf,i-/edf 1veu-/,1A (tj cd s~lfs .0~1. v..flct1 ( /Jeu.,+AA lt3.rt"1WY\ f) t1.,oc.ect<lzcs ,,q \ \ lf)eo ceJu.e..e:s p-eR---fuzme &. VV\. · 0--~Me.. ho oJ)._ bu. ..fk_'.'-.,;. ;q,.., J ~ s.. wi l l be d ,'{ c<. ~Ji wl ~ _ If-" 0 fc 'I f-e.. 1 d. a.. TI n u.. / ff! o / et '!-14! a r ""' / 0 ~ /1/{ .b .J S/Yl/!t .// S# add., f-t~v1.:.S ---fu t..edu..<..e.-1-iecd-ae_-Wf'1.e.,_ <J&7e.81i p \t c,11-(\ lo""---me a..5 u .ee J o" cf,/ u k jJ Sci { u -fio l'I s, At-' 1 cu\l, v {.. -\-t:J. -kl f. ,rf 6_ w ; µ_ o. ff /L6~~ .QJ of:?-blt-S-e. ~ t-1q.01 J [.1.n 1/ be-'deca,1-ft;F ,4,v,J cd{ 5.o [ id f t'le c ,ji-+-(R,f ~ /2.£,?uJu~ -6::,,e_ .so/;J w A-5 k--/<. e mo v a ( G j Cf,._ u a I 1 'f 1 c-J c,v l'r s -le-hew. I e ,e_ _ r~I\~.:\ · So lufiOY1s · wi~l-( loe -(C(),s.lteJ dc:ru.JrJ d ~t/l · w; ~ p le~ 12j of W a:. ~ r:, +v fu ;z +i_,e,e. d ,-{ 0. k 17 e uf f!/t/13 c J So f u 1UYJ-~ ~ Al { ;MceJ0':"es.. w~ U be... l""rZ~0-,_1 c-... -½c..hNtCL<-l~ ; Ii u "" [ d I cd f/-S d (\ iZl;.""-,. l~ w I fl. f d le /I fz_a_Y · 1-3at2.d.s o-f ChetnlC j2..e /f-c..,.~tn-1.S:. -. ---··------·--.... -.. .,,._ -~------...... "'···- I ···1, f I ·~ l/ : ,t-. .~--·-,-·· - ~lt~~ 'ef '"'- .• ; 11;, Jiq __. ( -~?f 1/~-s_ t-1\.'-/-~ JV'},S' tJ,e, i ~'-' ~~ £.1? '·: . r, r 11 22so FARAOAV7'..'"V"1rail \ ;--T.!. ISIS PHARM. 89~950 'l · .,.J ! ·-.--...... ------- " b /2-8' .-E::::-. c___; 7 (?) [l-tv"\ GIVEN RCD ~.-?£_ ,.. AGREEMENT SCHOOL FEE FORM Cof 0 E~-IVELOPES I '' r 1t,10usT WASTE ~ \f"d-W r Rn<> '-1 ...::t, '~U-,,., j ~ A-:,~ -rJ. ;-,_'7 YD c,o'-1 A """'I k)-/ee-S eL,-h- tJ-,tz. M kl "R,.R..M? ,D 61,Jµ"r'-f • ~~if1~s) " ~0,, (!,--7-:,. TfJ ~fL L..o~~ '¼'f ~ O" (f L ,-...:, CM =11--~~ &" - 0,-v ,/ . 'f0, f~'J/kl... G,~~ ~ .;,__ ,,__p rll_~ ~. ~ -r w~ ~~ ~MA~ ~ 1-,,«. • 0 IL-, Y/IA' ft ~~~1/11 f'-A._,....~E_ -"}v~ II µ;._ te,.0--eF-M~,-...>--n=:- -CE"RTOFOCC . ·-... . -,,:1-· DATE srr-:ni __ , BUILDIIIG -J !"LANNING F.NGINEEAING /4 --. FiAE HEALTH -j/ j -------------''" --·-·-· .. .. --·--------' ---~ ,, \) ,_,.1 ~ I \ I -=----------="'="= --= =:c====~=~:::c ==::::::='~ ~=~c: ===cc=====~ / B U I L D I N G P E R M I T PCR No: PCR89017 Project No: A8903030 Development No: 11/07/89 10:51 Page 1 of 1 Job Address: 2280 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212~061-32-00 Valuation: 0 Construction Type: NEW Str: Fl: Ste: 1214 1 .. 1/07/89 0001 01 02 C-PRMT C(>#;;)OO/ Occupancy Group: Class Code: Status: ISSUED Description: REV MEZZ *** Fees Required Fees: Adjustments: Total Fees: Plan Check Revision CEILING,DUCTWRK SEE 890950 *** ***- Applied 11/07/89 Apr/Issue Validated By: CD -Fees Collected & Credits *** ~--------~----·-----------------------------96.00 ,, 00 9,5. 00 T,ot,al Credi ts: T'otal P,ayments : Balance Due·,: Un.its', . :Fee/Unit , , .oo .oo 96.00 Ext fee Data -------,-~-------------·, -> ---------------------- > '96.00 96.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 ~ERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pa lmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A • 0 COMMERCIAL 8 -0 INDUSTRIAL C -D RESIDENTIAL NEW ONE\./ 0APARTMENT D DUPLEX D DEMOLI T!ON 0MECHAN!CAL 0POOL 0 TENANT IMPROVEMENT 0TENANT IMPROVEMENT 0CONDO 0SINGLE FAMILY DIIELL!NG 0RELOCAT!ON 0MOB!LE HOME 0sPA 0RETA!N!NG IIALL 0SOLAR 0ADD!T!ON/ALTERAT!ON 0PLUMB!NG 2. PROJECT INFORMATION PLAN CHECK No. FOR Address Nearest Cross Streets 27-oCJ F.AfZ.AOA~ Av-€ €L C#::\kNO cz.e@.:L LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELCJII IF SUBMITTED: 02 Energy Cales 02 Structural Cales D 2 Soi ls Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCR 1 PTI ON oF woRK BLDG. SQ. FTG. 3. CONTACT PERSON ADDREss ~ 4-lJ-.J CY.A. ~.<r ~~ G NAME CITY ...J1M ~~ ~ O~o ;ifis ' STATE CA ZIP CODE q'2.l o t DAY TELEPHONE 2 '61 -D7 S7 SIGNATURE 4. 0 AGENT FOR CONTRACTOR ADDRESS OowNER Ci(AGENT FOR OWNER 5. 6. 7. NAME CITY STATE PROPERTY OWNER OWNER NAME CITY STATE CONTRACTOR NAME CITY STATE STATE L!C. # SIGNATURE DESIGNER NAME CITY. STATE WORKERS' COMPENSATION ZIP CODE ADDRESS ZIP CODE ADDRESS ZIP CODE LICENSE CLASS _____ _ T !TLE ADDRESS ZIP CODE DAY TELEPHONE 0LESSEE 0TENANT DAY TELEPHONE DAY TELEPHONE CITY BUSINESS L!C. # DATE DAY TELEPHONE STATE L!C. # Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Di rector of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exempt ion: I certify that in the performance of the work for which this permi,t is issued, I shall not employ any person in any manner so as to become subject to the Workers• Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following· reason: D I as owner of the property or my employees with wages as their sole, compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not bui·Ld or improve for the purpose of sale.). D !, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). • D I am exempt under Section ___________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions ·code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the appl·i cant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Liceose Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit sybjects the applicant to a civil penalty of not more than five hundred dollars [$500] ). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of. the Presley· Tanner Hazardous Substance Account Act? DYES ONO ls the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES IF ANY OF THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTiON CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097( i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNI F-Y AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUOGHENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). 0 01/NER O CONTRACTOR D BY PHONE WHITE: File YELLOW: Applicant PINK: Finance APPROVED BY:----'---'--- DATE: -----'------ DATE: ESGIL CORPORATIO~ 9320 CHESAPEAKE DR., SUITE 208 ''0-..:az:.':o. ~1 L-\al 1 '2. \ B ~ SAN DIEGO, CA 92123 (619) 560-14-68 JURISDICTION: PLAN CHECK NO: SET: \ZGv,T []FILE COPY QUPS []DESIGNER PROJECT ADDRESS: --Z... 2-t:,c) n4f2-'r9--p 1,3-(,.( fut::F' • ___ ;:;..._ ___ ___;_.:.....c..,_;_--.,-c..=c...=...----- D D 0 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 che~k 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. O 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. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: ---------Telephone# ________ _ 0 REMARKS: __________________________ _ By: °CJiW'\ c; 1 ~µ.I~ ESGIL CORPORATION OGA DAA Dvw OoM Enclosures: OQ.\G-, ?1..mJS w ( '(ZJ.:,--V 1 ~ '-l_,\a:O nv::S, De- Date1 9/1~/B°I Prepared by1 -:::f)M Jurisdiction C\/-n'Z,L$ 73~ VALUATION AND PLAN CHECK FEE o Bldg, Dept. O Esgil PLAN CHECK NO, 2>~ -C) SD -'2c..$\J, l::' BUILDING ADDRESS 2,'Z-BQ h'7-1Z ~:P:fh1 APPLICANT/CONTACT :::r;VV\ Fl?f'2.G.LJ$0N BUILDING OCCUPANCY __ (3_-__ 'Z--___ _ TYPE OF CONSTRUC-TI.ON.-_V;;.._-.;..;N,.__ ______ _ BUILDING PORTION BUILDING AREA \2e__) ]~I:::' (.G\t-, ¢ :DuuTS \ Crf-u l Air Conditionin~ Commercial Residential Res. or Comm. Fire S"Orinklers Total Value Building Permit fee $ Autr PHONE NO. 'Z => t o i S-1 DESIGNER PHONE ------ GONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER the, r\11 'Y1.J I -=-. I &, I '2 'c-~IL. /(p ,2;2... ::: 9 c;,,z,B- ,oO @ (a @ Plan Check fee $ (e;SG\L r:j(p 1'2'Zj Ct~ ~s ,'ZB $ COMMENTS._: _____ ---'!"' ____________________ _ SHEET OF ---12/87 ------,-,-.-----..-,---------..er---<.:···-;,-------· § Main Meau: Efil Permit Search § Add,ess Parcel Search § Parcel EID Permit/PlanJl'mject ,--__:!===,----:--;=====,-----;------- jPCR89023 Number I !PLAN CHECK RIEViSiON Type I jlSSUED status ADD COMPRESSOR, AlRDRYER, !FILTERS, MiSC ELEC Planner: Engineer: feopfe j lf>ar,!;efs I hddr.ess I fees I ]lM FERGUSON Address: 654fflNDiASTG SAN OlEGO, CA Phone: 2310751 E-mail: Inspector: APPLICANT f Applied: 11/21/19891 RefNo: Approved/Issued: I 12/29/19891 Prj No: Finated: I I PC No: l ;::======: Expired: I I Orig PC No: ._I ---~ [DEnerGov PERMIT APPLICATION -w City of Carlsbad Building Department EST. VAL·---,P-l-=,,---:---,;4~~7 --:,,,_---y PLAN CK DEPOSIT,µ...e==~--.fS.I!..-----·/ 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 VALID. BY. ____________ --:Ar 1. PERMIT TYPE DATE -------------~$.l't A • 0 COMMERCIAL NEW O-TENANT IMPROVEMENT B • 0 INDUSTRIAL C • 0 RESIDENTIAL 0 NEW ,j?J'TENANT IMPROVEMENT OAPARTMENT OCONDO OSINGLE FAMILY DWELLING OADDITI0N/ALTERATION DDUPLEX D DEMOLITION OMECHANICAL OP00L OREL0CATION OM0BILE HOME OELECTRICAL OPLUMBING OSPA ORETAINING WALL OS0LAR 1,t:A· J..;;./:.9/89 0001 01 C-PRMT 2. PROJECT Address Nearest Cross Stree~s LEGAL DESCRIPTION CHECK BELOII IF SUBMITTED: D 2 Energy Cal cs 02 Structural Cales 0 2 Soils Report 01 Addressed Envelope ASSESSOR IS PARCEL EXISTING USE . PROPOSED USE oEscRIPHoN oF wo)...\OD C6M~ AlfL. g ~t<'.S['". 03tt_,-FtS 'TO 12.0:::,rl 113 ; 0"'1010,ry .(XXSfc..15~~ BLDG. SQ. FTG. # OF STORIES 3. <bS:4-Ind I EJ>-1 ~u \+e.. 6 SIGNATURE ADDRESS CA-ZIP CODE qf2_l() I DAY TELEPHONE ...-z3 l -075"'1 4. ~CTOR 0 AGENT FOR CONTRACTOR ADDRESS Om.iNER ~GENT FOR OWNER NAME O~V) CITY STATE ZIP CODE DAY TELEP.HONE 5. PROPERTY OWNER OWNER OLESSEE OTENANT NAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 6. CONTRACTOR NAME CITY STATE STATE LIC. # SIGNATURE DES I GNER NAME CITY STATE ADDRESS ZIP CODE LICENSE CLASS _____ _ TITLE ADDRESS ZIP CODE DAY TELEPHONE CITY BUSINESS LIC. # :..· _______ _ DATE DAY TELEPHONE STA!E LIC. # 7. WORKERS' COMPENSATION 8. Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an aanitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ' any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the folbowing season: DI as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon., and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If·, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the. purpose of sale.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ___________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, corrrnencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Pres Ley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the fac.ility to be constructed within 1,000 feet of the outer boundary of a school site? DYES IF ANY OF THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code)_. LENDER IS NAME LENDER I S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that 1:he above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES IIHICH MAY IN ANY IIAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not corrrnenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended ed at any time after the work is corrrnenced for a period of 180 days (Section 303(d) Uniform Building Code). D OWNER D CONTRACTOR D BY PHONE WHITE: File YELLOW: Applicant PINK: Finance l!PPROYEQ :!JY._: ·-----~- DATE.-------'------ ESGIL CORPORATION 9320 CHESAPEAKE DR;, SUITE 208 f?e:'.J)' (3(;..)1_ 11 ( 19-\8 '1 SAN DIEGO, CA 92123 (619) 560-1468 DA TE : ( I t , l l B °) JURISDICTT0N: C \:ttU,...$6141,::::::> PLAN CHECK NO: 6~ -'3 So' SET: JI., 12eJ. 2 PROJECT ADDRESS:· 'Z.'2..ex., ~A-O~i-( fu;G ~ . PROJECT NAME: Su CTG e i l:\:90 CoM 'V tZES&?\2..11:\-s ·3 Ol[[l.ET"SJ a: !40L.O cJ?ca-l t>cVlc.<E"' I 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. :o· . The plans transmitted herewith have significant deficiencies ~.· identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D D D 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. f 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: Telephone# ------------------' D REMARKS: ________________________ _ By : ,J\ \'\I\ G \ L. ~ ~ , 0t-1-4 ESGIL CORPORATION OGA DAA Dvw OoM .Enclosures:(\)O~\G:,, ~1'1-N!>. lr.. . © ~I ¼,\r}t{ C\ $~~) c· , Jurisdiction ~1(2..L5.f; B:Q Prepared by, -r-.:::.1 I Vy) VALUATION AND PLAN CHECK FEE o Bldg, Dept. O Esgil PLAN CHECK NO, c;>~-q)SO -!C',f2aJ,~ BUILDING ADDRESS Z<::::89 t2'l12::APl1:'.':( Aye S\:> ~ JS APPLICANT/CONTACT (XM f~uS.ON PH6NE No.--Z"3 \ o-r5 / BUILDING OCCUPANCY 'B-2 DESIGNER PHONE ~, ------ TYPE OF CONS.TRUCTION ::W:-N CONTRACTOR PHONE ----- BUILDING PORTION· BUILDING AREA VALUATION VALUE MULTIPLIER (2{5D \ s I o N {i) l the, WI ) 'ft') I I ~1L C ~ _.;-7 (,. · .1 _2 ?>_ . I C,"t't-1 t"/fo 1 2 ,z.._ .... '3 ~, ZS J --~ 23 !D Air Conditioning Commercial ... @ Residential @ Res. or Comm. Fire Snrinklers @ Total Value Building Permit Fee $ ')\) • J4' -----"-"------------- Plan . C he.ck F e e----"$'----~-=~:;..=;=-:..\\=---14-{p,.,__• Z""'-'-,Z"'-.)-t-' ___,,(~, ht'-'+---.....:C:, __ =·..,..5'--'·, ..... · zg~-----'$'--------- COMMENTS._:--------------------------- SHEET OF ---12/87 Transmittal Date Attention To Nov. 8, 1989 Carter Darnel Building Dept. City of Carlsbad 2075 Las PaJmas Drive Carlsbad, CA 92009 Project ISIS Project Number J359 Descri tion 1 -permit application 2 -copies of changes to plan check #89-950 Remarks James McGraw Associates RECEIVED NOV 91989 CITY OE CARLSBAD osvaoe. eooc .. smv.JI ow ... Please process. call me if you have any questions From ,Jim Ferguson •. J=: Architecture Planning Interiors 654 India Street San Diego, California 92101 TEL: 619 231 0751 FAX: 619 231 4396 Transmittal Date Attention To Project Project Number Descri tion Remarks From Nov. 3, 1989 Clayton Kraft· Nielsen Construction ISIS J359 Rm 113 NMR revisions: Specificatio~sjSK-22, 23 & 24j Sheet El.3 James McGraw Associates For your incorporation into this project, cc Aron Stern Jim Vare Steve Erenyi City of Carlsbad Jim Ferguson Architecture Planning Interiors 654 India Street San Diego, California 92101 TEL: 619 231 0751 FAX: 619 231 4396 --------·------..-a--------<;:,....--_..,_. ______ ""_ §] Maki Menu ~ Permit Search ~ Address Paree! Search ' ~ Parcet EID PermH/Pfan/Project PCR89033 l !PLAN CHECK REVISION !!1ssum Applied: 12/26/19891 Ref No: Number Type status Approved/Issued: I 12/29/19891 PrjNo: rECHREV Finaled: I I PCNo: Expired: I I Orig PC No: I Planner: Engineer: Inspector: !CIEnerGov feopte i?arfefs ,a,ddress fees !,inkeq Records P:'1m_aty'.~~r~f.Nim.:~e1 E) Y 2120513200 EJ Y 2120514500 [i:>erm_itSearchj [ Addr~ . j [ Parcel Search J l Clear Search j [ ,~ l ( . ~ ] V . .., PERMIT APPLICATION • • City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 . EST. VAL. ____ -h.,,,,,_-f'--------,,,-,:t:.'---. PLAN CK DEPOSIT __ +_;::.__ __ _.,,..:..,... __ _ VALID. B,Y _______ --;~-z~--- 1. PERMIT TYPE . DATE ---------=--r'-'1--- A -)?l'COMMERC!AL 0 INDUSTRIAL B ONEW C -D RESIDENTIAL D APARTMENT OoUPLEX ODEMOLIT!ON OMECHAN!CAL OPOOL ENANT IMPROVEMENT 0 TENANT IMPROVEMENT OcoNoo OsINGLE FAMILY DWELLING OAD0!T!ON/ALTERATION ORELOCAT!ON OMOBILE HOME OELECTR!CAL OPLUMB!NG OSPA ORETAINING \:/ALL OSOLAR 02 C-PRMT 2. PROJECT INFORMATION FOR Address Nearest Cross Streets LEGAL DESCRIPTION Unit No. Phase No. CHECK BELIN IF SUBMITTED: 0 2 Energy Cales D2 Structur~l Cales D 2 Soi-ls Report D 1 Addressed Envelope ASSESSOR IS PARCEL EXISTING USE PROPOSED USE BLOG. SQ. FTG. # OF STORIES 3. hS-4 lndfa ST. 1 .Su;+c: . .-C:r NAME CITY CITY STATE ADDRESS ZIP CODE FOR CONTRACTOR ADDRESS ZIP CODE Cf2'10/ DAY TELEPHONE '2.31 -01s1 OowNER 5. PROPERTY OWNER OWNER NAME ADDRESS CITY STATE ZIP CODE 6. CONTRACTOR 7. 8. NAME CITY STATE LIC. # SIGNATURE DES l GNER NAME CITY WORKERS' COMPENSATION so as SIGNATURE DATE OWNER-BUILDER DECLARATION ADDRESS STATE ZIP CODE STATE . TITLE ADDRESS ZIP CODE Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: STATE LIC. # DI as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or-improves thereon,, and who does such Work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improv~ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with ,contractor(s) licensed pursuant to the Contractor Is License Law). D I am exempt under Section ___________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, corrmencing with Section 7000 of Division 3 of the Business and Professions Code·) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dot tars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and preventi9n program under Sections 25505, 25533 o~ 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO ls the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO ls the facility to be ·Constructed within 1,000 feet of the outer boundary of a school site? DYES IF ANY OF THE ANS\IERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUT!ON CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097Cil Civil Code). LENDER'S NAME LENDER IS ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES IIH!CH MAY IN ANY IIAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT - Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not corrmenced within 180 days from the date of such permit or 0if the building or work authorized by such permit is suspended ed at any time after the work is corrmenced for a period of 180 days (Section 303(d) Uniform Building Code). o OIINER O CONTRACTOR OBY PHONE WHITE: File YELLOW: Applicant PINK: Finance ~Pl'ROYEO BY,--~-----; DAT~: -------~ --- i I J DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 te-:.:0, ~ll-( 2.t '+\ 64 QAPPLICANT URISDICTION JURISDICTION: PLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: PROJECT ADDRESS:_~z~z._,,eo=c.._,__h_~~'i?-~~~D~A:x(-'---'-i,--1'1\J-'-=-'E:;;_-_____ _ PROJECT NAME: ____ ---=S=o~'~r'-==-'--=S""-_________ _ D D 0 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 'BE:1-c ~ are resolved and checked by building department staff. The plans tran~mitted 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. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: _________ Telephone# _______ _ ~ REMARKS: Ci) roore P:::l Tl nc Sfu-=i_.-:r q P. ?,;B:11,)~ 11 r:ti_'- \2oot== Y\/\ouX\J:5:'=77 Ecpq,9 VV\~YT 5\b'h,.t,-<oM \? 1...:-r By: iliV\d bl l-S.h-'1?3YV ESGIL CORPORATION OGA . DAA Dvw OnM Enclosures:~(i)_r_XC.=..Y3:Yl.....,_,__)_~------- ~ Pouc:1 ea -CD -~ . ·r ... . ., .-. .. -' J M B ER : 80-6· SUBJECT: ROOF t10UNTED EQUIPMENT RE c· E f VE D J·----------,--------------1¥1-A-1~~~----J FFECTIVE: o5-oi-a4 SECTION: BUILDING DEPARTMENT ESGJL CORPORAilCN 9320 CHESAPEAKE DR. 80-6 (09-10-80) UPERSEOES:so-6 (05-01-81) .,}UR POSE: PROVIDE INSTALLATION STANDARDS F-OR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. [NTENT: A. Maintain roof integrity. . JOLI CY: ) J B. Prevent hazardous condition to firemen who must fight fire on the roof. c. Provide an installation that is aesthetically sensitive to the building and the adjoining properties. 1. A11 equipment sha11 be concealed from view and the design* shall meet the approval of the Planning Department. 2. All equipment shall be specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department~ 3. All roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashed and-waterproofed. When a screen is approved, it shall have as few roof connections as possible and be structurally adequate. 4. All electrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made in the same roof opening on the platform or meet the approval of the City of Carlsbad Building Department. 5. Sewer vents shall be brought to one main vent below the roof and have one penetration where restrooms or other plumbing fixtures are ba_ck to back or in the genera 1 proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or in general proximity. 6. Existing buildings and equi-pment, remodel or .replacement, sha 11 meet the above regulations or shall have the approval -of the City of Carlsbad Building Department. 7. Where new equipment is installed, unused or abandoned equipment, including all roof mounted piping, electrical, mechanical, duct, and other related appurtenances sha]l be removed from roof and unused openings properly ~eale_d to maintain roof integr:ity. ~~-~ -f:·~.~ :· -;·_: -.· · · : _ · --. -· _ -0·1-~:4,i~~~ :' .... : · ·-: · T~e)tC:.~\;ect_-_sb9u_J_d, throu9h rlesi-gn~"': co,~s.~al,,.t1le heating/AC-u_nit an~ -~~her equJpm~nt~_\'fhetb~! they are -on the .roof or:c .. el~ewhere. · · ·-. · "' ·~. · -·· _•,:,. -~"-._:-. .... ~~--~; .·· . -. . ... ...:~ ---~~-".: ... ~J.· ~- ~ .lf~~:-' ~--.-.· .. ·--. -----~.,:_-~~·t._t_~ -... ~:.:1~ -' ....... °''";•, • -~-· ~:-..... .... --,~ ' ?tiat~d By: , Pt2. Ma rt· renya k Approved By: City Manager <2:,0-0~-(2.a;. "I M~\4· Ai)~\....ll,~ .. . ' Jurisdiction C\',-,·1-(.,b Co r---o Dates ('?i 1~l, BC, Prepared bys s;t, VY'\ VALUATION AND PLAN CHECK FEE a Bldg, Dept. 0 Esgil \< I I BUILDING ADDRESS -Z '2-'i?::,o Fl'=n'2-'r'1' 'Dft:1 ~ J 13 APPLICANT/CONTACT ';J)'v\11 \:k~&>,r..C PHONE NO • __ Z_:O_l_._O_, ____ 'S:__._/ _ BUILDING OCCUPANCY 8-?..(T, I'.') DESIGNER PHONE ------IJ TYPE OF CONSTRUCTION \J-N, CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER f2..e U\S I OYl " \ Huo1z Vv1 l )t DI @/ '({r; ,,z-z ·1~1L-\ .,I G\.~ ((,I 2-'2.. ::::. 9z;-,:_5 ', I • "2:> 0 Air Conditioning Commerc1al @ ,, Residen"tial @ Res. or Comm. Fire· Snrinklers @ Total Value Building Permit Fee$ -..l\..,..J~1~'i\: ____ 1 _____________ _,._$ ______ _ Plan Check Fee $ ~\l -Z(.,,"l2j Cmq 9S,'28 $ COM MEN TS._: ---------------------------- SHEET OF 12/87 ( James McGraw Associates ~--·~ Memorandum Date October 16 1989 Project ISIS Project Number J359 To Clayton Kraft, Nielsen Construction From Jim Ferguson _s=: Re: Recommendation on hanging from roof structure. In areas where ducts and other new loads have been hung from 2 x 4 stiffeners, new 2 x 6 or 3 x 4 members must be added adjacent. These new members are to be fastened to purlins/beams with a Simpson A34 connector at each end. They must also be nailed to the 2 x 4-with (4) l0p nails at 4 11 o.c. from each end.· ;sased on the structural engineer's evaluation this retrofit will eliminate the need to rehang loads off of the new framing members. cc: Jim Varey · ·:--i., F".&xm /0· /lo Steve Erenyi.J W OZ-€ .' /:::.....LL {2.0Cf MOULfr€0' EG.Wlttti~T COHPL.~ w111-J C'.JN tf:bLlCJt) E:D-G J Architecture Planning Interior~ 654 India Street San Diego, California 92101 TEL: 619 231 0751 FAX: 619 231 4396 -~ I 7 , ·l 1"" - /. \ ·.• MEMORANDUM Date Project Project Number _ .. August 17, 1989 ISIS J359 To Steve Erenyi From Jim Ferguson..,£ Re: Mechanical clarif°ications 1. Detail SK-3 applies typically to the three AC units. 2. AC-2 location is shown correctly on sheet M6 (sheet A4 misrepresents its location). 3. Detail SK-4 applies typically to the three roof-mounted outside air intakes. 4. Detail l/M9 applies typically to EF-1, .2, 3, 4 & 7. The ductwork is to be to a point 6'-0" above the roof surface. 5. Detail 10/M9 applies typically to EF-5, 6 & 8. San Diego, California 92101 Interiors TEL: 619 231 0751 FAX: 619 231 4396 -----~-.-......... -~-... -.-.. ,..~..._~-i..,,.·1.,r·--:--:: ·:.· :..,,.. •. -.--:-::.·.- ~- ,·-1 I I i '· ' t' ;· z & • ....,.,, f -J":7;""" ».,._ ., '; ' CON08tJ~~ ~~N t l'F?AP ~~ I fLUHe;,INGl O~IN~------- @ Im¾ D,A.E:.CoNOMIZ~ ·HO:?O ~ITH AO.eG~LG MIN, FbC:,ITION c_,f'f½Ner ~f'.2-N O~M -'! "" .,----FL.~J-1 Bl-f:: co N iJ. (-r, p,) 14i fACf~-( AJf4J1~~0 fccfcUF2-0---- fiAStt ,ANr,:::> eoUtJ-rf;:fZ. A-A~--.--- 1 I I I _z'I~ 1 ,,-%'~~~ D ?-cop---" __,.__ __ C:,;A, ! (2..,f:-...., 0tJ Ci1l'.::, ___ 0fx. f~ PlP--N~ FOf2-. e:,,zes,. ~ ':::>K--~ James McGraw Associates Architecture Planning Interiors · Project No. _J 359 Date .a.:D ·ePJ -f . ---..... __ --- • James McGraw Associates -- DATE October 10 1989 PROJECT ISIS PROJECT NO J359 TO FROM Clayton Kraft, Nielsen Construction Jim Ferguson -F Re: Penetrations through mezzanine framing The attached "Sprinkler Penetration Plan" of 10-10-89 depicts acceptable locations for beam penetrations. Any deviations from these locations must first be approved by our structural engineer. In addition, please note the following general parameters for penetrations through the mezzanine framing: 1. Minimize the number of penetrations required. 2. 3 • cc: Maximum hole size _shall be 2-5/811 dia. for 2 11 pipes, 1-5/8" dia. for 1 11 pipes. and conduit, and 1 11 dia·. for other wiring. All penetrations must occur in the center of the beam/joist height and be located no closer than 12 11 from the beam/joist support. Jim Varey Architecture Planning lnlmiors 654 India Street San Diego, California 92101 TEL· 619 231 0751 FAX: 619 231 4396 . . , .. ~ ... . ,. ; I • ~ . g~~ u· .,.-. .• -ll1 'i . . ! ; [,~ .• • ~ •• "l>~ ·. \JlV :·.r ~ ... \l\l'i r ~ _.:. [tl-\ ~~' @:~. Ji J rz_,. 1 I r -~ :( '7 :)~--~ iJ ...... .. . . ... --•, . n n I· :."; ·: : :, • • • • t . . . . -·-.. -··--·-~-... ··-·-------------.. ---~ ··- -: -... -___ ---_-____ . -.. -. ------__ -__ -______ --+-+--+-·-·: -: ---:·:~--.:-~-· ~ • .,,,: C:,~~~=s~ ---@ .. . , . . . . f . ' ' -,, -~~-------------------0 ----------------------- STRUCTURAL CALCULATIONS Is ,s Jr()()F l I ! l CONEER ENGINEERING Structural and Civil Engineers 7709 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 (714) 278-3292 II I , , I'. I 1111 , I ' I ii , CONEER JOB· DATE SHEET ENG Ir.JEERING : ___ 8.9=8Z ... : __ ,./3/87 11 .i, ----·----.. ---------·--·------·------. ________ .. ________ .,_ ..... _____________ . -·----·------·--·---·---·-----.------·-- 1~., GLUED -L A,H IN ATE D BE.AM DESICiN ---------------------------------------------------------• I• I , DESCRI PTIDN : JSIS ROOF GIRDERS ( IG2)' (Ltt-JE 'D') > ALLOWABLE STRESSES Fb -·Bending = Fv -Shear - Elastic Modulus· = ·L·;;·Et;;·"P·~··"" "" ·· · ·= · CENTER SPAN > CENTER SPAN LOADING *'' 1 Uni ·r orm D. L.. Uniform L.L. Trib .. t.,.Jir.Jth *~ 2 Un:L form D. L. Un:i. form L. L. Trib. l.>-Jidth = = 2y400 165 1.8E+06 l. n :;~~5 --11: .. " WJn 1 338 :31:2 . ·1 0 0 (I psi psi psi ft psi' psf ft psf psf ·ft Prelim. Beam Width· Lamination Thickness - Eff. Length Factor Lt..t : Center Span L, .. t : Left Can·tu Lu : Righ.t Cantu 1 I I ,;:;; I~ , ,I Hh oh I• j • I LEFT CANT. LENGTH' RIGHT CANT. LENGTH X-Left · X-Right X-L'eft :· X-R1ght 1.5 in 1 • ':12 0 ·r"t 0 ·ft 0 ·ft 0 ft 0 -ft () ft 3~5. l ft 0 ft Concentrated Loa.ds ( y " ::::,1 Dist. fr,:,m Left Sup.port ) =IH: DL -500 :J:j: *~2: DL -0 :1:1: *F3:-DL. () :J.F LL -(l *I: LL = 0 4:~ LL · ':-.:; (l *" X-Dist ·-:7:.:f n 1 ·ft X-Dist -0 .ft X-Di·==·+.: :::: 0 'ft l-DESIGN SUMMARY --Suggested Size: 5.125 in X 2·:.'.!· :Ln -----·-l ., I > SELECTED BEAM SIZE-~>> 5.125 in 24 in s . Actual < s . M I (Fb·*·Cf) " F-b ~,ctual F-b . Al lowabi'e . % of Ma~'~ • = = ' - ·- = 492 in····-3 444 i n····-3 2 9 50'::l psi :2,778 psi '30.3 t. A -,Actual A -Required Fv: Actual Fv : Al li:,wable= i. of Ma~;. = f.:~t) in·····2 I ' I I 11 I 1 : I ------------------------------------·-----------------------·--~--~-·---{! DESIGN MOMENTS & SHEARS (Live Loads Skip Loaded For M~~. M+) . L·1 n' Ck = (3 E / 5 Fb)·····.~,5:::: :21,,:21 ' Cf -(12/d )-····. 111 = 0.926 Cs = (Le d / b····-2:i·····. ,:i::· 0,, 00' : 11 1~· MAXIMUM MOMENT = 1,, 23,:.i in-k · Basic S:xx Req'd -411 inA3 MAX. SHEAR -M· :L.5 = 16v413 *~ Area _Required -7~;~·~~~2 ' I 11 I II I , , l~ I ~ 01,. I ' ' ii CONEER JOB DATE SHEET I' Positive M,:,ment -1 ?_ 145 in-k ::::) Al l,:,w. Fb' . . Centf::.'r· ·-):'.':P. 8 psd. i; 1 Left Neg. Moment --p II ::::> Al low. Fb' u Left ---. Ri£;1ht Ne!_:;1. MomE.~nt -0 II => Allow. Fb' . Ri\;;1ht .. u Sh(-?Bl'" @ Left REQUIRED DEPTHS Shear@ Right SLENDERNESS GOVERNS?? Y=l, N=O --->> DUE TO BENDING~ Center Span Left Cant Right Cant (Appn;:.:,;. ) ::: ~"21u~3 ,_ o.o = o.o DUE in in in @ @ TO SHEAR~ CAppfox.) Left Support -- R.ight Support· = MAX. r1EACT I bNS Skip Load Live Load? Y=l,N=O ----> R,. t Ill• ,11 I , I. Lef,t S1.1i:;>pc,rt 1gh Suppo:rt" , " De,:1.d Loii:ld Live Load Total Load ------·------' ::: 5,681 ·*1' 5,022 :If = 10,702 *~ DEFLECTIONS Positive= Downward LE'd·t'.....,,. Cantilever X-Distance = !)"ft (Default -Span/2) Dead L,:,ad DefL -NA in L/Defl :::: NA Liv,2 Load :PefL = NA in L/Defl --NA ..................... 1,., ....... ---------- ·T;:."fa l L ;:;,,:\d DefL = NA in LiDefl = NA' CAMBER ·-1.5 ·* DL = NA in BEARING: Centel" Span ··· 11. 55. ft 1,; 2'3 in 326 1. 1 :I. in 37'3 2~ 4() ·rn 17~ . , , . ·.-2.00 in . ,;,_. : ': -------Fb -Beal"ing Be,':lring Lengti-', Requin?d .@ Left Supp,:,r·t, ... Bearing Length Required@ Right Support HEEL CUT HEIGHTS 5, 126 4=1: 4,5i1 :l:J: 9,638 :!-t Right -Cant i 12'-'P":" = .0 -ft hi,; .1 n hi,~, .. , ....... , 'r,J/;" _i_ n Nl\ t--ir::,, in ~;! :, ·.? !:) .i n in Minimum End Herght@ L~ft End For· Shear Str~ss = 15.00 in Minimum End Height @ Right End For Shear Stress = j 3. ;5•') in 0 II I ,(\ 1 II 'I :1-t !Iii' JI I ' 11 ·~· i 0 <<"-- I I r ' I 11,,1 I , r ,, 11:+r:;;;: in 13.2 in 1 ·t,t,,,· CONEER [NGINEEPING JOB 0 '··1r·~"· 11\· DATE SHEET ·-........ _,_,._, ... 1- ----------------------------------------------------------------·--------------- Pc,sitive Moment. --t , ~-;:~3.:.i in-k :::) Al.1,:,w. Fb' . . Center, ,,:-: ·Left --- •:?~·'f'7'7 11 f.J ,,psi Left Neg. Moment ::: 0 II => Al li:,w. Fb' . . (J II R.i.ght Ne9. Moment ::: (!~ .. II :::> Al k,w. Fb' . u Right = () II Sheat· @ Left = 10? 770 ''* .. :i. 0, 942 ''* REQUIRED DEPTHS SLENDERNESS GOVERNS?? Y=1, N=O --->> 0 <<-- (Appro:,;.) DUE TO SHEAR: (Approx.) DUE TD BENDING Center Span Left Cant Riqht Cant @ Left Support -15.3 .i.n ::: 0.0 in 0.0 in @ Right Support -15.5 in --• I ,_ --• • I --~ -_, Df:?s:\d Lo,::,.d - Li V(·? Load. -- Skip Load Live ~~ad? Left Suppc,r1; 6, 08'3 :f-~: I!:" ..... , f 476 *~ _ ................ ___ Y=1-,N=O 6,275 t~ 5,476 *~ ·-_ ......... _._: ... Toc-:::11 Lc,,:1d -1 1 f 564 :~ 11, 751 t-!: DEFLECTIONS X-Dis;.tance Positive= Downward· LE~'f t Cantilever ---,---·---- 0 ft (Default -Span/2) d Dead l...o<?.1d De-f 1. L/D(ef 1 Live Li::ie:id Def 1. L/Defl Total Loa.d Def 1. L/Defl CAMBER = 1.5 '* DL BEARING:: = -- = -- :: NA in NA NA in NA ---------- NA in NA NA in -Centefr Span 17.55 ."f_'t:__ 1;15 in 365 1. Oi -in 417 2. 16, in · EiJ5 :_, · ,. \ ,·•,"'.. I ' i: \ '> :· -------Fb -. Bearing Bearing Length Required@ Left Support Bearing Length Required@ Right Support HEEL CUT HEIGHTS Minimum End Height@ Left End For Shear Stress Minimum End Height@ Right End For.Shear Stress ::: ·= ::: = ::: R.i'g!,t: Cant :i. l E• ,_., ,-=:, r· _.-, •• , -1-'·.) : \,• r-.J:-\ ~--.! t,, .i n !'--U, .i. n f·-1(-, in 45() p::; i i::J.., :::=!:5 i Ji 4 .. 25 tn 15=-(iC1 .in I 1 ~."i. OC i. n II I ' ' 1' 1 ~ ,,' I I l ' .... -~ --\ I• I I ' , I ' I • :I. I• • ,. ,H ' I., .I I 11 jj I I i : I ! iii' I I'~' ·~ .. tDNEER' ENGINEERING ·-_JOB. _ ,·-·-,-·--------DATE SHEET -------------. ----------. ------------------------------------------------------ GLUED -l A M'·I NATE D B. EA M -----------------------· -----------------~--------------- > ALLOWABLE STRESSES Fb -Bending Fv -Shear El,;?.stic Modulus L. D. F. CENTER SPf'.~N -2y400 psi = 165 psi = 1.8E+06 psi ·::;::r:.t ft > C~N~ER SPAN LOADING :J:I: 1 Uni ·form D. L. == :31 ~-;;~ psf Uniform L.L. Td.b. v-Jidth 317 1 psf ft Prelim. Beam t,.Jid th Lamina·ti,:,n Thickm:1~,i:::- Eff. LE,:)ngth Fa ctoi-· Lu . Center Span . L1.1 L.ef ·t Cant. Lu . ·Righ'I:: Cant. . LEFT :·CANT. L·ENGTH .. RIGHT GANT. LENGTH X-Left .. X-Righ·t--... ... r.;:- \-·' JI l ~~'.5 ... J. n !5 ·-j_ n '32 . ... 0 ... 0 ... 0 0 0 0 2,:f :i.n i.n ft ft ·ft ft ft i" t ·ft *'' :2 Uniform D. L. Uniform L.L. Trib. Width 0 0 psf psf X-Left X-Right ···· (l ft 0 -ft = 0 ft Concentr<::\t<-:1d Loads ( X = Dist. from Left Support) ~H: DL = 1050 :t-1: *1:2: DL = 0 # #3: DL 0 :j·j: LL -0 *'' LL = 0 # LL 0 f• ,r, X-D.ist = 12 ft 0 ft X-D:i..~·.t --0 ·ft :-DESIGN SUMMARY Suggested Size: 5.125 in X 1E,u~:i i.n -----·--l > SELECTED BEAM SIZE-->> 5. 12:s in 16.5 in s ·s Actual = ~1 / (Fb*C-f) = F-=-b.: Ad;1.tal · F-b AI-lowable = % of Ma:,;.- :;~33 in····,3 .214 in-•'•,3 2y_662 .psi :2 1 896 psi 9L'3. ·% ·- A Actual = A -Required = Fv : Actual ·- Fv : Al l,:,wetbl1:1= . i. ·,:if Ma:,;. = ,· I I I ' I 1 : ,; I ,, 'I I I ' : 111 I~ t:-1·:;il 1 1 I I • 1,1' lj : % , '• : --. -·------·------------·--·-----------------------------·---__ ,_ ----·-·----·---: DESIGN MOMENT~ & SHEARS -(1:..ive Lr:,ads Skip Lc,aded Fciy· Ma:,;.,M+,) Cf::: (12/d)·····.111. MAXIMUM MOMENT . MAX. SHE~R * 1.5 = o. '365 619 in-k = :L 1'? 301 I 4* ,~ .. Ck== (3 E / 5 Fb)A.5= 21.21 Cs= (Led/ bA2)A.5= 0.00 Basic S.: ~o; Re,<q ~ c1,, , Area Re qui red · ... ! • -I • ,:!: II 206 ~:54. 8 ,,. i n····,:3 .in-····2 :.. : • I Positive Mom<::mt -619 in-k => Left Neg. Moment -.. o II :::} Right Ne£.~. Moment = 0 II => · Shear @ Lef -t: = Al l,:,w. Al low. Al lc,w. CONEER ENGINEERING JOB DATE SHEET Fb' : Centey· --· ·:::8':~~s II Fb' : Le·f t .... -Fb' . Right = . Shear@ Right 0 '-' 0, o· I 1 ;; 1~.,si !, I 'I I •• 11 . ; I, ~ 1111 . =I-!- : 11 1f REQUIRED DEPTHS SLENDERNESS GOVERNS?? Y=l, N=O ---}> ',q (/~,--·-I 'I I 11 ~ ( App·r.c:,x. ) = 1!5.4 in DUE TO S~EAR: (Appro~.) @ Left Support -' I 10.7 in DUE TO BEN.DING Centei-· Span LE~ft Cant Ri.ght Cant .... ()u() in @ Right Support -I 10J7 in,, = 0.0 in MAX. REAC"fIOf\lS Skip Load Live·Load Left ,Suppc,ir t ? . . y = 1 f r-l' t: 0 J I -~~ -· T' 'j\ • Right Suppor·t De<:ild Loc:,d Liv•:= Load = = 4, 26'3 ff-4, 25'3 4* 3,804 :j:j: 3,804 4F Total Load = 8,073 *~ · 8,073 :ti:,, •. DEFLECTIONS --------. --P,:,s it iv e ::::'"'1:)1:,w nwa rd Lef·c Cant-i 1 eveir 0 ft X-Distance (De·faul ·c = Span/2) Dei.:•.cl Load Def l. = L/Defl Li1,,,:: Loa.d Defl. = ............ _ ...... 1.:: .. /'·De fl ·· · · · :c · Tota 1 L,:,ad Def J.. ·- ~ L/Defl = ·CAMBER= 1.5 * DL = BEARING. NA in NA NA in NA NA in NA NA in ·':'1r· Center-.-· .Span· 12 ft 0~83-in 347 0. 6'3 in 418 1.52 in 190, ·-1.25 in ,· ' -------Fb -Bearing Bea~ing Length Required'@ Left Suppott ·- ~~aring Length Requir~d@ Right Support HEEL CUT HEIGHTS Righl: , . CcH:it i l e\.-'f~-;-- = 0 ·ft 1··-Jt, j __ n r--11, J.n .... M,.11,h. •JJ..•.!..• ., • .!.., -· ~--.. _ .:~. 5 f~\ p ·::: i. ~3 .. (1t) in 3. 00 .i. n Minimum End Height@ Left End For Shear Stress = 10.50 .i.n Minimum End Height@ Right End For Shear Stress = 10.50 in 1 ·; •, l~u ENGINEERil\i•E:, .. CONEER JOB DATE SHEET · ·= ----------------------~------------------------------------------------------ G L·U E .D -LAM· IN ATE D £{ E A M DESCRIPTION= IG4 LINE B > ALLOWABLE STRESSES ........ , .............. ,, .... , .... , Prelim. Beam Width -r.::-t -~'.5 in \-' "I .... 1 . 5 in i Fb -Ben.ding = ·-::· ·.,_inn psi· ..... 'J ·t ..... Laminati,:,n Thicknei;:.·==·"·~~·· Eff. Lenitth ."Fae.tr:,;-'""""'~. .,· ;l ,::,·-, -·..:.. •,. ,.·· Fv ·-. Sheair ElB.stic Modulus L.D.F. CENTER SP/~N -1(::,5 psi = :l .• 8E+06 psi - 1 .-,i::- tr ..::...J 3.6 ft CENTEI~ SPt~N LOADING 4·'· ... :l. Uni ·f,:,irm I). L. ::: 3:1.:2! ps·f •Uni form L. L. = 288 ps·f Trib. Width = 1 ft Lu: Center Span - Lu: Left Cant. - Lu ·Right Cant. - LEFT .CANT. LENGTH ':.. RIGHT CANT. LENGTH ... .. X-Left· -· X-Right .... "4:!: .-, ..::. Uniform D. l.. -,I • (J psf .. X-Lef t. ..• Uniform I... L. -0 psf X-Right ·':it,-~ .... Tr .ib. Width = 0 ·ft Concentr·ated Loads ( X -Dist. -fn:,m Left S1.1 pp,:, rt ) :IH ~ DL ·-0 :J:!: 4*2: DL = (I :I* #':'. -..J. DL .. LL = 0 # LL ::: 0 ~* LL - X-Dist -0 ·ft X-Dist ::: 0 ft X-Di":':-t ·- >LEFT C/~NTI LEVER . . ( X ·-Dist. Left ,:if Left Support ) " Uni f. DL = (I ps·f :!*1: DL = 426':3 :f:I: #2: DL - Uni i'. LL = 0 psf LL = 3804 :t:!: LL - Tr-ib. t-<.Jidth -(l ft X dist = 6 ·ft X di·c;t ... >RIGHT CANTILEVER . ( \I = Dist. Right of Right Suppoi-·t .) . " A Un.if. DL = 0 psf_ *F 1 : DL' = 4617. # #•-:,. ..:.. . DL .. .. Uni-f. LL = 0 psf LL = 4262 ½.f: LL ·- Trib t>.Jidth = 0 ft X· dist = 6 ft X d i ,·: 1-... .1 ...... ·-· >PRE-CALCULATED MOMENTS & SHEARS 0 ft 6 f't 6 ft 6 ft 6 ft 0 ·ft :36 ft 0 ·ft () ·ft 0 =!:!: 0 # 0 ft 0 *F 0 =N= 0 ft 0 ,~'f I. . ' 1 I 0 ·=fr-,· '. () ·<'-f:. 1·11 -I 1 -!l I : 11 ,~· 0 in-k Max. Shear Force ' Q 'ff' I I ,! 'j/ !-DESIGN SUMMARY --Suggested Size 5.125 in X 1':J.:::i in ' > SELECTED BEAM SIZE-->> 5.125 in 24 ·in ----------~ ---------·----------s Actual = ,,::f.'3:2 in····-3 A -Actua·1 :MI ·11 ' ~1' :~~:·31 11 .l ,. .. ,.····2 ' Required -7 , ir1·····2 s n M I (Fb·*-Cf) = 39? in•·'·3 A -= u / i:+ F-b n Actuo:\l = 1,721 psi Fv . Actual = 125 psi . . F-b A 1101.Jab 1 e = 2,778 psi Fv : Al 1,:,wable= 20(:., p·:=; J. % of r1a :,; • = 61. ':I % % ,:,f Ma:-t;. = 60.5 ., /·1 ' ·' , I 1, ------: ' ' ,, . I I ", I I I• I I' 'I I : • -' ---:,. ~---· • ----. --I,-.,, -, ------_,: CONEER ENGINEERING JOB DATE SHEET ,. 11 1: , I I . I 11l1' ---------------------------------~------------------------------·-------~ --~~1~ DESIGN MOMENTS & SHEARS (Live Loads Skip Loaded For M0~. M+) ' -----------------------C'·· -fr::> E / 'S Fb'i····. r.::; .... , .-,1, ·-:,,1 ,' t•. -• ,,;.J • '\ • tt .__, ,... 01--... :: 1,~ I • • I' II Cf = 02/d) ····:. 111 MAXIMUM MOMENT MAX. SH.EAR *· 1. 5 = ... = P•:•!:·i·tive Moment Left Neg. Moment - Right Ne9. Moment - Shear@ Left 0.926 f.-34"7 in-k 15r ~337 :{:f: 847 in-k => 58l 6_3':3, II II ==> ==> Cs = ( Le d / b·····2) ···· .. ~:,:::: · U ,,' f'.4'· Basic S• .• ~'~-~'~ Req' d .... ' --:,,·-,,.::, ,1-~=>-1- Area Required Al lc,w. Fb': Al li:,w. Fb': Al 1 ,:,w. ·, i=b, : .. ~? 1:.1 .• ,::j. I Center -2777.8 Le-ft .=-0 2777. 6 II I , , 1 1 l , I , Rigl·,-t .... "" ,_1 ~~777. 6 Shear@ Right :i.n····-3 in·····2 ps,~ II II REQUIRED DEPTHS SLENDERNESS GOVERNS?? Y=l, N=O --->i 0 <<-- DUE TO BENDING·: (Approx.) DUE TO SHEAR:· CAp~~0x;) Center Span -18.4 in @ Left Suppol"t ·-14. 2 in Left Cant = 15. ~in @ Right Sup~ort = 14.5 in Right·Cant -16~0 in MAX. REACTIONS Dead Load Live Load Skip Load Live Load Left Sl.lpp,:,rt = ':!, 827 4* = 8, '31:2 ''* ? 'V=1,N=O --··-> Right Support --,---------·- 10, 2"31 # 9,522 ''* Total Loa(:! = 18, 73':3 # _.19,813 :fl: .. Pi::i'si t; i Vf2 =• D;:.i,mwai'"d L~tt · Cehtei· Canti leve.r X-Distanc:e = Q ft (Defaul~ = Sp~n/2) Dead LOf.:\d Defl. = o.oo in L/Defl -(I' ·Li·v·e Load Defl. = o. 00 in L/De'fl = 0 ----------Tc,ta 1 Li::,ad 0(-?f i. = o~'oo in L/Defl -ERR CAMBER -1 L':." • ,J ·M-DL = o.oo in Span 18 ft Cl. 41 in _104~ o. 3'3 · in 109'3 o. s1-in 535 -0.50 in -------Fb -Bearing Bearing Length Required@ Left Support Bearing Length Required@ Right Support HEEL CUT HEIGHTS = = = Minimum End Height@ Left End For Shear Stress = Minimum End Height@ Right End For Shear Stl"ess = . ·'"1~l'~(F, {: Ca 11 t .i. J. i-:;:, • . .-·"'-' i'". O.UO in 0 0.00 :i.n (: ---1-• ........ 1--- o .. on :i. n EPF 0, 00 in 0 1, c;cu-1 t •8' 1 p,. ,7x 92.o ~ f.>4-'I-LP.,,$ w-~ 4 "(b~lo) ~.30 ~ 102-t-;; ' -. I ' M-i {,Cf!(-d"& +-/02->'I¾ ~ .2118 +-4/,/ 'S 102.q ,., . • if ~-1J! -l ... $ ::.. ]'02...:J )( IZ::_ 'S ~,3'. /,J i Ax 12. · l500 . . w-~ ? 17'/ #-( . 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