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Home My WebLink About1965 KELLOGG AVE; ; CB940146; PermitB U I L D I N G ,07/14/94 10: 23 Page 1 of 1 PERMI'l' Permit No: CB940146 Project No: A9400210 Development No: 1 Job Address: 1965 KELLOGG AV Permit Type: COMMERCIAL BUILDING Parcel No: 212-092~11-oo Valuation: 564,916 Construction Type: VN 11 ,, Suite: Lot#: 7760 07/14/94 0001 01 C-PRMT 02 72710u51 Occupancy Group: Reference#:, Description: 18071 SF TILT UP CANDLE FACTO : 1372 OFF/12699 MAN/3098 WHOUSE Status: Applied; Apr/Issue: Entered By: ISSUED 02/,09/94 07/14/94 JPY I Appl/Ownr: STRUCTUREFORM MASTERS 619-444...:2182 435 W. BRADLEY AV ., EL CAJON, CA 92020 ~ -~ CONTRACTOR HAMANN CONST. //' ~ (r /4\Lrc;J d"3~142 4 7 5 W. BRADLEY ~V:::-:i\5 01'.r·J / r "/ 'i _*** ___ Fees_ R;~ui~~~N ~~~ fl~r-7;7':---F~i-~~~d \&_Credi ts ______ *** Fees: 74/-0.Jr.51> / f'JfV\tS:,,."' \ 02? \\ Adjustments: ki . ,~p/ ~ T..o_tal C:i;ed;i t~·--.., . . o o Total Fees: 7~f~OC9]b:_~11 ~-····. -.... ffme~~~:1/ -\ 1,386.00 '"· f] f\ f · -,.. __ ,.Ba) nee !flu~ ·;.::J 72,710.51 Fee description r:~f\__\!J I --it\A ,.:· ',y<i t~=-<-:P'fre~yt } Ext fee Data ---------------------~~---------I ------7----7-------1--------------- BUilding Permit t ._ \~~-{)f A 1 ~ff /' 2235. oo Plan Check t,-. ~ ~ ! -1453.00 Strong Motion Fee (. · '7~ ~ /4 / 119. 00 " Enter Number of EDU's\·-Water F#> 4.10 _ , /1 9840.00 ' I'.--.., '-!NCORPGf•A:i:f'J:1 \-~. En,ter F.M.F./G.M.F. an~ ZOffe~()99")~> 1952.t:.t:-o.9_9 0 7228,00 05 Enter "Y" to Autocalc P\F.'e/4/ ~-.........:_J _ _....., <\\\1/\S ·· 10281.00 Y Enter Traffic Impact Fee~ -,~J/7 /~r::.:; J~~S--.-..~~\v 2058.00 Payoff Fee for CFD ~ . (!::,; /j/' ~ ftco-·q 191f~~:l,) _, 40090. 51 * BUILDING TOTAL ~ J ~t v~ / 73304. 51 Enter "Y" for Plumbing Issue FeEr-->-. · ____ ,..,,,. 20. 00 Y Each Plumbing Fixture or Trap > ~-----11 7. 00 77. 00 Each Building Sewer > 1 15.00 15.00 Each Roof Drain > 5 7.00 35.00 Each Install/Repair Water Line > 1 7.00 7.00 Each Water Heater and/or Vent > 1 7.00 7.00 Gas Piping System > 1 7.00 7.00 Each Vacuum Breaker > 2 7.00 14.00 * PLUMBING TOTAL 182.00 Enter "Y" for Electric Issue Fee > 10.00 Y Three ·Phase Per AMP > 1200 .50 600.00 * ELECTRICAL TOTAL 610.00 • . PIAN CHECK NO • . City of Carlsbad Building Depart111e11t . • 2075 Las Pal11111s Dr., carlsbad, CA 92009 (619) 438-1161 . . 1. PERMl'I nPR A -D Commercial D New BuiJd1~g LI Tenant Improvement B -Gindustrial LI-New Building D Tenant Improvement . C -0 Residential O Apartment O Condo O Single Family Dwelling O Addition/ Alteration 0 Duplex O Demolition O Relocation O Mobile Home O Electrical D Plumbing OMechanical DPool D Spa ORetainingWall OSolar OOther_,__ __ 2. PROJECf INFORMATION FOR OFFICE USE ONLY Address Building or Suite No. 1965 KELLOGG AVE. Nearest Cross Street · LEGAL DESCRIPTION Lot No. Subd1V1s1on Name/Number UmtNo. Phase No. LOT 47 OF CARLSBAD TRACK 1/81-46 112 CRBCR BBIDW IF SOBMl'l'l'Eb: [J 2 Energy Cales a 2 Structural Cales a 2 Soils Report CJ 1 Addressed Envelope ASSESSOR'S PARCEL. EXISTING USE PROPOSED USE DESCRIPTION OF WORK . 18071.2 SQ. FT. # OF STORIES 3. WN IACI PERSON (u dmerenf from apphcanO NAME ADDRESS KEN SMITH 435 W. BRADLEY AVE. EL CAJON, CA 92020 CITY STATE ZIP CODE DAY TELEPHONE (619) 444-2182 4. APPUCAN't CCONIMCIOR OAGEN'l'FORCON'l'RACIOR uowNt:K d.AGENI FOkOWNER NAME STRUCTUREFORM MASTERS ADDRESS 435 W. BRADLEY AVE. CITY EL CAJON STATE CA ZIP CODE 9 20 2 0 DAY TELEPHONE 619)444-2182 S. PllOPElt'IY oWNmt NAME STEVE NORR ADDRESS ZIP GODE 14906 VIA DEL VALLE CITY DEL MAR STATE CA 92014 DAY TELEPHONE (619) 755-2051 6. OON'l'RAcl'olt NAME Hamann Construction ADDRESS 475 w. Bradley Ave CITY STATE El Cajon ca ZIP CODE 9 20 20 DAY TELEPHONE 440-7424 1948 CITY BUSINESS LIC. # 373142 STATE LIC. # LICENSE CIASS DESIGNER NAME STRUCTUREFORM MASTER§DDRESS 435 w. BRADLEY AVE. STEC CITY EL CAJON STATE CA ZIP CODE 92020 DAY TELEPHONE 444-2182 STATE LIC. # Cl8251 1. WolUMtS' wMPENs.\nON Workers' Compensation Declaration: 1 hereby affirm that 1 have a ceruhcate of consent to self-msure issued bY the Director of lndustr1al Relations, or ·a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 380Q, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Cernhcate of Exempnon: I cerufy that m the performance of the work for which this permit 1s issued, I shall not employ any person many manner so as to become subject to the Workers' Compensation Laws of Cc!lifomia. SIGNATURE DATE s. dWNER-DOnnmt DECI.ARA.OON · Owner-Builder beclarauon: I hereby afhrm that I am exempt from the Contracto?s License Law for the following reason: D I, as owner of the property or my employees with wages as _their sole compensation, will 90 the work and the structure is not intended or offered.for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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 ', D D of proving that he did not build or improve for the purpose of sale.). 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 Llcense 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 Llcense Law). I am exempt under Section _______ Business and Professions Code for this. reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Llcense Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DA1E COMPLETE mts SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or f1,1ture 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 D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CJ YES CJ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ONO IF ANY OF nm ANSWERS ARE YES, A FINAL CERTIFICATE OF ocx:uPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS nm APPUCANT HAS MET OR IS MEETING nm REQUIREMENTS OF TIIE omCE OF EMERGENCY SERVICES AND nm A1R POil.UTION OONTROL DISTRICT. 9. OONS'IR0CIION 1£NDING AGRNti' . . . I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) GIVII code). LENDER'S NAME LENDER'S ADDRESS Io. APPllcAftl' CE1l11FICA.110N I certify that I have read the apphcat1on and state that the above mformat1on 1s 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 purpos~. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLF.S.5 nm Cl1Y OF CARISBAD AGAINST AIL UABIUTIF.S, JUDGMENTS, <DSTS Am? EXPENSES WlllCH MAY IN ANY WAY .Aa:RUE AGAINST SAID Cl1Y IN OONSEQUENCE OF nm GRANTING OF nns PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 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 Bu,ng Code). APPLICANT'S SIGNA'fURE '-. DATE: t5),,/~ 'elf ~/l.ll!. ~ " WI-IlTE: File YEllOW: Applicant PINK: Finance S E W E R P E R M I T 07/14/94 10:21 Page 1 of 1 Job Address: 1965 KELLOGG AV Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 212-092-11-00 Suite: ,, Description: 18071 SF ,TiiT UP CANDLE FACTO : 1372 OFF/12699 MAN/3098 W~REHOUSE Permi tee:, STRUCTUREFORM MASTERS 435 W. BRADLEY AV EL CAJON, CA 92020 619-444-2182 Permit No: SE940011 Bldg PlanCk#: CB940146 7760 07/14/94 0001 01 02 C-PRMT 7245-00 Status: ISSUED Applied: 02/15/94 Apr/Issue: 07/14/94 Expired: Prepared By: HE _::: ___ ~===-~=q~~~=~---:::_ ,~-:::~::::==~-~-=~=~~:: ______ ::: Fees : 7 , 2 4 5 . 0,0 ~ \S I t1 \ /.~ · ,, Adjustments: /oo @ '{,3:0,;gaJ. P:rtedits--: . 00 , . 'Jl r-1; \ Total Fees: 7, 24,~. 00 · Total· P~x,mer;i.~~s: . O O / (\ ~ . /,,,.~ B@--aneeJqu~'{, 7, 2 4 5 . o o Fee description / ,Q, / 'lJ1/v, ~~~ts~'f~~yni\ Ext fee Data -Enter-Office -Square ;~o.l~g,~/-_-· ~~:~3 __ -\ -~-_\ ________ . 76 ----- Enter Warehouse Squaree.::F--2_9\age~~--;:;:::~,~.',~ \ ~-· \ 3. 34 Total EDUs / ru> , / · •,,, f?"':....... r7\ ~ \ \ 4. 10 Sewer Fee I \ !) ! -~::} , '.,,..1/ I \CJ I ·7245. 00 Enter Sewer EDUs and Behef :ilt Jl,.r7#1 4 ·vO-~C j '--j 0 Enter "Y" for Laterc\.l Depos\K.~V~ I ·. . i N/A * SEWER TOTAL \ ~~ ?]~ ' j / 7245. 00 \\ A\, 1'100"'?"'TED //,_\'' / \.~ -~ ", "....... rno2 / ,. ,., ti . / \ .., /~ / "' ___ JL--,,. \~\.5 / "" ~'U((un R ~(oz.~;,0 / ~~ zr ~/ \,>'·' // ,........... ' ___ ,...,...,.,, ---- CITY OF CARl-SBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 CITY OF CARLSBAD ) • ' ~ V INSPECTION REQUEST PERMIT# CB940146 FOR 12/28/94 DESCRIPTION: 18071 SF TILT UP CANDLE FACTO 1372 OFF/12699 MAN/3098 WHOUSE TYPE: COM STE: INSPECTOR AREA PD PLANCK# CB940146 OCC GRP CONSTR. TYPE VN LOT: JOB ADDRESS: 1965 KELLOGG AV APPLICANT: STRUCTUREfORM.MASTERS CONTRACTOR: HAMANN CONST. PHONE: 619-444-2182 OWNER: REMARKS: MW/KEN/970-3974 PAGER . SPECIAL INST~UCT: TOTAL TIME: --RELATED P~RMITS--PERMIT# SE940011 AS940047 FS940016 RW940122 ::~:: ! £} If --/'J INSPECTyp_~d~-------- TYPE STATUS swow ISSUED ASC ISSUED FIXSYS ISSUED ROW 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 DESCRIPTION 112894 Interior Lath/Drywall 111794 Frame/Steel/Bolting/Welding 111694 Frame/Steel/Bolting/Welding 111694 Rough Electric 111694 Rough/Ducts/Dampers· 110794 Gas/Test/Repairs · 110494 Interior Lath/Drywall 103194 Insulation 103194 Interior Lath/Drywall· 103194 Rough/Topout 103194 Rough Electric 102494 Shear Panels/HD's 101194 Frame/Steel/Bolting/Welding 092194 Roof/Reroof 092094 Rough Combo 091394 Ftg/Foundation/Piers 083094. Footing 082994 Shear Panels/HD's 081994 Shear Panels/HD's 080894-Ftg/Foundation/Piers 080594 Ftg/Fourtdation/Piers 072894 Ftg/Foundation/Piers 072894 Rough Electric ACT AP AP . PA PA PA PA AP AP PA AP AP AP PA AP AP AP AP AP AP AP AP AP AP INSP TP PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD PD TP PD PD PD PD COMMENTS DW@ METER RM CEILING CEILING CEILING CEILING START 24 HR TEST WALLS DOUBLE SHR WALL MEZZ FLR SHEATHING POUR STRIP RET WALL TILT UP PANELS PANELS 1, 2., 3, 4, 5, 7, 8, 9, 10, 11 SLAB SLAB@ B-C & D-E UFER UNDERGROUND CITYOF~RLSBOD NOTICE 43M550 BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE DATE /J--~•4t TIM ______ _ LOCATION 11 ~ 6 /<'t r..,l, ~ t-~ · PERMIT NO. ________ _ u) ~,4;J ~ /-1, t) tJ :?f/ I QL, '41:: t/14<--: FOR INSP,ECTION CALL 438-3101. RE-INSPECTION FEE DUE? D YES FOR FURTHER INFORMATION, CONTACT ______ _ PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ,• 1 ~ --- . .f) ,,(\if~ . · /I -Fr;AL BUILDING · INSPECTION I DEPT: BUILDING ENGINEERING G:tRET PLANNING U/M WATER PLAN CHECK#: CB940146 DATE: 12/21/94 PERMIT#": GB940146 PERMIT TYPE: COM PROJECT NAME: 18071 SF TILT UP CANDLE FACTO 1372 OFF/12699 MAN/3098 WHOUSE ADDRESS: [),_9_:.6_5_]{~1:,rp·c;-G-]\V ___ l Lot# ·coNTACT PERSON/PHONE#: KEN TAYLOR/970-3974 SEWER DIST: WATER DIST: INSPECTED BY: 'M, ~,:j_ DATE "'J' /10-,;,,/~ < 1 INSPECTED·: ~ APPROVED _ DISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED -~ COMMENTS : FINAL BUILDING INSPECTION DEPT: BUILDING .ENGINEERING FIRE CELANRlNfl U/M A.AN CHECK#: CB940146 ~RMIT#: CB940146 WATER DATE: 12/21/94 PERMIT TYPE: COM PROJECT NAME; 18071 SF TILT UP CANDLE FACTO 1372 QFF/126~9 MAN/3098 WHOUSE. ADORES S : C.l,9..6_5.~J~IJ~l~q_<!~~Y. l f(fC(>-} Lot# CONTACT PERSON/PHONE#: KEN TAYLOR/970-3974 SEWER DIST: WATER DIST: ~~~PECTEwJ L INSPECTED BY: INSPECTED BY: DATE / , / ===7 INSPECTED: 3( f/9~ APPROVED _V DISAPPROVED_ t -DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS:· ---,------------------------------ orJ.v , ·--,------------------------- FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB940146 PERMIT#: CB940146 PROJECT NAME: 18071 SF TILT UP CANDLE FACTO 1372 OFF/12699 MAN/3098 WHOUSE 'ADDRESS: 1965 KELLOGG AV CONTACT PERSON/PHONE#: KEN TAYLOR/970-3974 SEWER DIST: WATER DIST: Lot# DATE: 12/21/94 PERMIT TYPE: COM DATE INSPECTED: . DATE INSPECTED: /~/,,,APPROVED_ DISAPPROVED ~ APPROVED ~ DISAPPROVED INSP ED BY: =======- COMMENTS:_ ])/Lltl~ 5t,,c.-,A--L~ µp;:-- DATE INSPECTED: APPROVED DISAPPROVED FINAL BUILDING INSPECTION OEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN.CHECK#: CB940146 PERMIT#: CB940146 PROJECT NA?-tE: 18071 SF TILT UP CANDLE FACTO 1372 OFF/12699 MAN/3098 WHOUSE ADDRESS: i96.5 ~tLOGG AV --····coNTACT PERSON/PHONE#: KEN TAYLOR/970-3974 SEWER DIST: WATER DIST: Lot# DATE INSPECTED: JJ,/41/?'1 APPROVED FJ DATE: 12/21/94 PERMIT TYPE: COM DISAPPROVED ~ INSPE BY: DATE 'A INSPECTED: f>,L9 3/ APPROVED ~ DISAPPROVED _ DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: 6--;r:::-ct es e/l'l,(2t Y Jl~·rr 4t>7~£;:t; --µr;-ffe~ ;P11t~ tip~ P1J1 .e~/¥'2.-:12 -1/:,4-tt-<:.-6°19 ub #d ;- . t, ( A,~ AJ..D (½'t"-n..--,,<,-/2-or:7 ~&-~ V? 23 t:--/4---5.,...-z:: 7P. i?v,,J f~· ~~?,,,~l ~ ~ fi/,!JJ -MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (71_4) 632-2999 Fax: (714) 632-2974 Rl::::PORT OF CYLI NDt.::R fE:STS PROJECT NO. 2943-7 CI TY OF CARLSBi:.\D--BLDG.. I NSPE:;CTI ON DE:::PT. 2075 UiS PtiLIYli::~S PROJECT NAME: !-<NORR' 8 BEESWAX CARLSBAD, CA 92009 CLIENT: HAMANN CONSTRUCT! ON SET 2463 Alli:. . . . NOMIPlAL DATE LAB NUMBER (DAYS) A 7 Aug 05 B 28 f~ug 26 HC 28 Aug 26 SPECIFIED STRENGTH 3000 PSI CASTBY RR LOCATION C Bl::'.!4M FOO rI NG CONCRETE SUPPLIER P1!:.\LCJMt:\R TRi!=lNSI T Ml X TYPE OF CEMEJ(r 2 TICKET NO. 599658 MIXING TIME . WATER ADDED AT SITE 3 Gi4LLON8 AUTHORIZED BY SLUMP 4. 0 IN REMARKS DISTRIBUTION ( 3) HAMANN CONSTRUCTION STRUCTURE:: F-ORM 78 MIN SIZE 6X12 6X:L2 PROJECT ADDR. CARLSBAD BP/OSA NO. PLAN FILE NO. ACTUAL-AREA (SQ. IN.) 28. l1-6 2B. i~f., 0. 1Zl0 ON 94-. J"ul. i.7.'.l:t AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES LOAD STRENGTH TYPE OF (LBS) (PSI) FRACTURE 88~i00 310'~ DATE RECEIVED 9 4. A I.\ g • 1211 % PCF 70 Of 85 ° F CI TY OF CARLSBf'.lD-BLDG. I NSPE::CTI t1N DE::PT. Respectfully Submitted, COMPRESSIVE STRENGTH: DcoNFORMS DOES NOT CONFORM D 94. i'.-)ug. 0t, .. w.o. 171-t-SJ;> F-IELD TESTING REPORT DATE 7/Jl..g/f~. NAME ;: C : .. >fH-?41 HOURS g. 5 CLIENT /4(/rr SUPT. bet EQUIPMENT &vl4cL.::,... ,,, w;¢;,e-4-,. > TRACT C4c L<>r 'Y7 LOCATION CAn-4£,/ CO!ITRACTOR ,4/'An,.,,';;,4_ t . /4,._ ,,~ /2,,o{L.,/1/(/)-=£ ~ ~ 0 Elev. Moisture Dry % Test or Content Density Relative Test Soil No. Location Depth % p.c.f. Compaction Type Type S-:3 ·..5zeve,..-L.c.-ff~~ -.z /7£" /c? ;z_ 3. 9o Sc /1 .. ~,_,t;'~e,,t Sv// 1. ~"1f'l-l-'J :7o/d...J-h ~ J hd h1/I //4~~ , . . c::;?;i /"1 ·«c,·.:;> e-,;·C.. ,-. LA~~ -Ye,.,7<::// c7i.,,..--;-;s//4 s~ /'nr, 7e,,-6// 4:. , / !7esr .,,,..-e,5',0_/--t;t t;,-/2~ , -.,,,.. ~ee-r-_,/':ii?/ 7 //??U r, / "z:'u;,~..-..e ,-,d !i ti,1,t,J I . A .1-"f't.,,/L/ 6 .. -b,6;,, <>1 ~-rC<_. ' .. I -· --- - 't --- COMMENTS: FORM 89/ 1 -MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 R~PORT OF CYLINDER TESrs PROJECT NO. 2<:)4-3-7 CITY OF CARLSB/:.\D-BLDG. 1N8f..•£:::CT10N Dl:::J:., .. f. i2075 LAS PALMAS PROJECT NAME:KNORR' S BEESWAX CARLSBAD, CA 9200~ PROJECT ADDA.CARLSBAD CLIENT: HAMANN CONS n~uc r I-ON SET 29E3 LAB NUMBER A B C HD AGE (DAYS) 7 28 28 DATE Sep 06 Sep 27 Sep 27 Sep i::'.7 BP/OSANO. 94-146 PLAN FILE NO. NOMINAt --ACTUAL AREA SIZE (SQ. IN.) 6X12 28.-4-6 6X12 GXH:: 28.46 28.46 LOAD (LBS) STRENGTH TYPE OF (PSI) FRACTURE 2372 SPECIFIED STRENGTH 3000 PSI CAST BY DD ON 94. Aug. 3121 DATE RECEIVED 94. Sep .. 01 LOCATION PANEL NUMBl:::1~8 13, 14, 15, 16, 17, 19 & 2tZI CONCRETE SUPPLIER MIX NO. 303006 TICKET NO. 603286 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4. 0 IN REMARKS DISTRIBUTION ( 3) PALOMAR TRANSIT MlX TYPE OF CEMENT 2 MIXING TIME 7 5 MIN HAMANN CONSTRuc·r ION Sl"RUCTURI::: FORM AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES CITY OF CARLSBAD-BLDG. INSPECTION DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH: % PCF OF OF DcoNFORMS DOES NOT CONFORM D 91+. Sep. 1Z16 -MONTANA Testing & Geotechnical, Inc. SPECIAL INSPECTOR'S REPORT 2992 La P~lina, Suite A Tel: (714) 632-2999 • Anaheim, CA 92806 • Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH pi;:··REINFORCED CONCRETE _ D STRUCT. STEEL -SITE REQUIRED APPROVAL BY THE SPECIAL D POST-Tl;NSIONED CONCRETE D STRUCT.STEEL-SHOP INSPECTOR OF D REINFORCED MASONRY D ·--· ARCHITECT SJ-,Wc;rvR~~l'r? Fq;v:J_Ei;o;J I PRJ.NO. ,;2,qq3 ,_. 007 ENGINEER 7<.orsK.1C-r H£,;lp£fl,,.S/-J't--,'r-REPORT NO. INSPECTOR / ni: / a.. 'O µ_1t(U£.ti1L"- _ CONTRACTOR PLAN FILE NO. I BL~PERMIT flFJmnnn "-I-l'ICP. SU~ONTRAC::TOR PROJECT NAME k#oftt.. 8£C's' tvn'J£. LAB RECEIVING SAMPLES 'I r PROJECT ADDRESS ll-v£, ,&ST C!..YL:-IAIO~Z.S /?tp5 kELL-O~'t REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected {floor, gridHnes. etc.), identify all joints·,wh(:rHn!t~Ung welds and bolts; identify accepted/rejected yvork by item and specific location; record -all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write c;ertification.of work,.referencing applied code, specifications, and approved plans and/or shop drawings. INSP.'DATE -" (!"~Ri:re TA/5P.Cl1TJo,v TNC...Ltlf:>6.S : - ,'f /3()/'}t/ _t/ T£Sr 9/IM/Jl-£.S_ 7A~AI /Al 19 {!(!oR.-OAIV«-£ WITH U. 8.C. ~os L'l). ' ' -- --:D;/S rleT£0 _ 'Tr/£_ ~£Hr A-NO (!o>J"fioU/)lfTION OF / .20_. CU8iC. Yl'IIWS _()r 0~ A/(:R.-£;.r£. 3 /t4 I'){ P£s1r:,,v-:tt-303 00-lo IN TIIF FO.t?~o/ /N'-t 7Jt.,,.it1P .PAN/£:'-'-iJcl'1-na/115 ! --# lo j / 3 I I '1 14 15 I,~, ,q~· 20 I l<Arv7PS tw, 1e:... w, 2£.., 3Wf , . 3£ ~,f-t: -, , -5: '· S.2-1 S,3, St/,: 55 , Pn-nus AND ,R.ASH t=Net-OISPR.£ P11-111,:t-S. -. '' iJJ c,t,:,. IAISP~'T~D IS /)./ 1/CC!O/l.DANCE:.. k)/Tlf 'TH£ l/ff){i?.011 Ill) '/)r:Af)S ' SPks, .. ,_ ,, 'Tli'/1£ /Al: 7/00 ttn.t nM£ t!Jl.J,; J tr: D O A-V'-1 ,. ' -- . " _/;__J~1ss.!/- -Date of Report ~7t'l~.66Z Certification Number -MONTANA Testing & Geotechnical, Inc. 2992 La P~lma, Suite A Tel: (714) 632;.2999 • Anaheim, CA 92806 • F~x: (714) 632;.2974· I( REINFORCl;D CONCRETE SPECIAL INSPECTOR'S REPORT I COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL . INSPECTOR OF D POST-TENSIONED CONCRETE D REINFORCED MASO~RY D STRUCT. STEEL· SITE D STRUCT. STEEL • SHOP D ARCHITECT s~ 1 "'1· . ,, ""'-WR.£. r~Rrn REPORT NO. INSPECTOR :L J>.P1JQ11J£11t;,r. I ni: I CONTRACTOR HA'rlAAJN PLAN FILE NO. I BLDG. PERMIT . CJ~-1'/(p SUB-CONTRACTOR LAB RECEIVING SAMPLES PROJECT ADDRESS . /'1/QS k£U.At::r<it Av£, REPORTING REQUIREMENTS: · Only one permit no. report~ per sh~t. Identify type of work, item & specific area inspected (floor, .gridlines et·::.}, identify all joints when inspecting welds.and bolts; identify accepted/rejected work by item and specific location; record aJI job problems and DISCUSSIONS with Contractor, Architect, Engin.eer etc.; record amount of material placed and samples taken; . write certification of work, referencing applied code, spec_ifications, and approved plans and/or shop drawings. INSP. DATE '$/1)1:1/&/t/ PIINUS =tr(#, 13, J'/, 15 '", lCf ~ 2..0 A~0 'RA14Ps l w, IE, ZtlJ. 2£. 3w. t. -si. ,· ~ 1r£ '.R4t-tiu..s s1 s2-. s.~ , g 4. tS 5 ~ -m-isH , . -MONTANA Tei;ting & Qeotechnical, I~. 2992 La Palma, Suite A • Tel: (714) 632-2999 . • COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF . Anaheim, CA 92806 Fax: (714~ 632-2974 REINFORCED CONCRETE d POST-TENSIONED CONCRETE IJ. REl,-.FORCED MASONRY SPECIAL INSPECTOR'S REPORT IJ STRUCT. STEEL. SITE IJ STRUCT.STEEL-SHOP IJ I REPORTING REQUIREMENTS: Only ·one permit ·no. reported· per·sheet. lc;lentify type. of worJ<, ·& specific area inspected (floor, gridline,s etc.), identify all joints when inspecting welds and· bolts; -identify accepted/rejected work by item and specific location; record · -all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material. placed and samples taken; .writ4~ certification of work, referencing.applied code, Sl)l!cifications, and approved plans and/or·shop drawings. INSP.DATE INITIAL MJ./.Y Except as noted a!)ove, all work conforms to the approved plans and specifications and applicable codes and regulations. -??Jr/4_~ . Sig,o<ureoi ssii1 lnsper _.i_t Z-Z.,199qt/ Date of Report .u-286 Certification Number -- Testing & Geotechnical, Inc. 2992 La Palma, ·suite· A Tel: {714) 632-2999 • Anaheim, CA 92806 • Fax; (7N) 632-2974 COVERING WORK PERFORMEQ WHICH -i;a.,REINFORCED CONCRETE SPECIAL INSPECTOR'S REPORT D STRUCT. STEEL· SITE REQUIRED APPROVAL, BY THE SPECIAL ... -CJ POST-TENSIONED CONCRETE D STRUCT.STEEL-SHOP INSPECTOR OF 0 REINFORCED MASONRY ,,, D -ARCHITECT r.h. 'FOR WEEK ENDING I PRJ.2.9'4~ --C:07 r ~ 7'H:t ,...,t&L-n · -/' di ?!-/9-9¢ E_NGINEER /' l!tJORT NO. ..& INSPECTOR ~f"'.;,rn~ J .... ./oe; ih/t;,,, .,,. I,.,., I CONJ/4,0R ,~,.drad?r/) PLAN FILE NO. I B~.PERMIT -9~ .. Jd£. r _,.,...,';'l, SU~ONTRACTOR PROJECT NAME &. S?YYJ. II! -~~rr/ r,.1 ,.A..V LAB REC,VING SAMPLES PROJECT ADDRESS , ~-/~ /9~S-~ 1/uac; ,,Iv~ 6rA-6..;i , ,,,, REPORTING REQUIREMENTS: Only oi!e permit. no, ,reportect per sheet.-Identify type-of work: item &'~fie area inspected (floor, -· gridlines•etc,), 'identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and 01scuss·10NS with Contractor, Architect, El')gineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP.DATE ~-/9--9.t. >f / ...... _J. M'~;,_r;,..,.,,..M,:I". e,,r'~-,,-/ /4,,,-77//-kn ...--.~ -/,.-- :11:-PI Pz _ p_~/ Pd <I>.< P7 /?;;/ P, 9 'Plt'J, Pit P/7 ,, P1~' , ' I , , , , / , , jm;-./ .:::Zr ~,.,,,,,. =7 -·-" ---'• i-, ,.../,-,,f"' -.~/N?,...,,,t;r.,+--..n."' . . r , r , , / A,-,-i -~ 12 t ,..,_, -P.~, n, ~ /{()<!) J>. 1-t, , ·:. . , , - ' , ' ' ' INITIAL c(J6 Except as noted abqve, all work conforms to the approved plans and specifications and applicable codes and regulations. . 6' I / 'f 1199_:/_ -tt:z86 Date of Report Certification Number 7. MONTANA Testing & Geotechnical, Inc. 2992 La Patma, Suite A Tel: (714) 632-2999 • Anaheim, CA 92806 • Fax: (714) 632-2974 REINFORCED CONCRETE SPECIAL INSPECTOR'S REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY TH ESPECIAL INSPECTQR OF D POST-TENSIONED CONCRETE D REINFORCED MASONRY D STRUCT. STEEL· SITE D STRUCT.STEEL-SHOP ARCHITECT xa..~c..-rut! te CONTRACTOR LI nAl"\;4Nl,J SUB-CONTRACTOR ' I- LAB RECEIVING SAMPLES. Mow D FOR WEEK ENDING PRJ. NO. 1·'-'l'f'-1 '2,.. 'J Jt,, " 3 7 REPORT NO. INSPECTOR I PLAN FILE NO. PROJECT NAME REPORTING REQUIREMENTS: Only ~,ne permit no. reported per sheet. Identity type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when.inspecting welds and bolts; identify accepted/rejected work by item and specific location; record· all job problems a~ DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing·appiied code, specifications, and approved plans and/or shop drawings. INSP.DATE -MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Rt::i:1011T lJt= CYLINDl:::l~ 1"ESTS CI TY OF CARU:.,BJ!:.)D .. ··BL.DG. l NSr.•E:.CT :r CJN 1.>E1:.,·1 • 207:5 u.:is t=•ALMAS CARLSBf.:iD, CA 9;2t211tJ9 CLIENT:HAMANN CONSfRUCTION sET278.ti. AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE r-:i 7 (.:."tug 29 6X12 B 28 f3ep 1':) 6X12 C i::'.8 Sep 19 6X1i2 HD 28 Sep 1':) SPECIFIED STRENGTH ;3e11z11z1 PSI CAST BY JB LOCATION Pt'.:!N!:::'.L 4f i 1 CONCRETE SUPPLIER Pf-lLCIMA!~ TRANSl T M 1 X MIX NO. 31i.J3006 TICK!=T N06022'+ 7 WATER ADDED AT SITE AUTHORIZED BY TYPE OF C!:MENT 2 MIXING TIME MIN SLUMP L}. Qi IN REM.ARKS DISTRIBUTION ( 3) Hf-)Mf.~NN t;(JNSTHUC..:'"l 10N s rnuc rURt FORM CITY OF CARLSBf.=-!D-BLDG. 1NS!:.•f:::.CTJ.ON DEP"!. PROJECT NO. ;:;:'-::)L1.;:5--·1 PROJECT NAMEF.NLJFrn? H BEESl.-.li'.'.n: PROJECT ADDRC:Al=-<LSBAD BP/OSA NO. 9 4-1 L}6 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SQ. IN.) (LBS) (PSI) FRACTURE 28. L1-6 7tJ;'.7iQl0 i::'.688 i:?.B. 46 H'.t 1 7 ::it,) :~5·75 28.46 11,12~;1t.11i..1 36tZl1 ILi u Q.ilZI DATE RECEIVED 9 .lj .• (-} u g. 23 AIR UNIT WEIGHT CO!ilCRETE TEMP AMBIENT TEMP ADMIXTURES Respectfully Submitted, COMPRESSIVE STRENGTH: % PCF 712.'l ° F 7121 ° F CONFORMS DOES NOT CONFORM D 94.Sep.2::5 -. . ..., MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORr Ot= CYLINDl::R n::sn; PROJECT NO. 29.ii-3-·, CITY OF (.;ARLSBAD-BLDG. 1NSPE.CTJ.CJN DEJ:11. 2070 LAS j.'.:•ALMAS PROJECT NAME~·~l\!ORR~ S BEESl,,J~~X CARLSBAD, CA 92009 CLIENT: HAMANN CONS rnuc r I ON SET27Bo AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A ·;, t:~ug 29 6Xl2 .B 28 Sep 19 &Xli::: C 28 Hep l9 6X12 HD ,-::8 Sep 19 SPECIFIED STRENGTH 3Q)00 PSI CAST BY J'B LOCATION PANl::::L :Jt2 CONCRETE SUPPLIER PALOMf=lR TRANS1 l MIX MIX NO. 31,~)3006 TYPE OF CEMENTi::'. TICKET N0.61212301 MIXING TIME MIN WATER ADDED AT SITE AUTHORIZED BY SLUMP L1-. 5 IN REMARKS DISTRIBUTION ( 3) HAMf-lNN CONST RUC .. f I UN SfRUCTURl:::: FORM CITY OF Cf4RU::)Bf.:1D-BLDG.. lNS!:11:::C..:TlUN Df::Jrr .. -- PROJECT ADDRL:f..iRLSBAD BP/OSA NO. 94-1-'~6 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28. -4-6 8 1 ,21 lt.l Q.1 28L~S 28. -'l·b 118 l;:51L) .{~ 1 72 28. -4-6 :l 215012.1 426!:1 IZI. li.-'Gl! TYPE OF FRACTURE ON 94. Aug. 22 DATE RECEIVED 9-4-. 1'.:.)ug. 22; AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES COMPRESSIVE STRENGTH: % PCF 7ttJ OF ·71:::-, ,J o F iLONFORMS DOES NOT CONFORM D 94. Sep. ;:::3 ..... NON!TANA Testing & Geotechnical, Inc. 299.2 La Palma, Suite A --Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 PROJECT NO. i:::'.942;-~; CITY OF (;ARLSBf..lD-BLDG.. lNSf.•ECl 10N Dl::.l,:l°'i" 21lil:-5 LAS !-=•ALM~~S PROJECT NAME:HNORR'l S BEESl..JAX c~~RLSB(,:m, CA_ '::ii::!lL!lt.19 PROJECT ADDR.CARLSBAD BP/OSA NO. 9.4 .. -11~& PLAN FILE NO. CLIENT: HAMl'~NN CONS fRUCT I ON SET 2923 --------- AGE .DATE NOMINAL ACTUAL AREA LOAD STRENGTH LAB NUMBER (DAYS) SIZE (SQ. IN.) (LBS) (PSI) f.:.) 7 C:-• ;:iep 1Zt€, &X:1.2 28.46 6751210 i:~:~~·72 B 28 Sep 27 6X12 28.46 1061Z11t.i1t.i --···1·-•L ,.;, l ,::-_ + C 28 Sep 2·7· GX12 28 • .1+6 1. ft:16 ;:s!t.10..1 2:;"7.lt-2 HD i28 Sep 27 It,'!,. ,zuz, TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI CAST BY DD DATE RECEIVED ';:J ,4.. Se p. 01 LOCATION Pt1Nt::L NUMB!::RS 13, 14, 15, 16, 172 19 & i::'.lt.1 CONCRETE SUPPLIER r:.tALOMAR TRANS 1 ·r MIX MIX NO. 3031Li1Zi6 TICKET NO.f,03286 WATER ADDED AT SITE AUTHORIZED BY SLUMP I+. it.'! IN REMARKS DISTRIBUTION ( 3) TYPE OF CEMENT 2 MIXING TIME 75 MIN HAMr-:1NN CONST RUC'T I ON STRUCTURf: r~ORM AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES % PCF o F OF CITY OF CAF<LSBt.:.lD-BLDG. INSPECTION DEPT. Respectfully Submitted, \..--~ ~cJlj{ ~~~~ . -··;,;;;;;~ .. STAENG11t· ~- . DOES NOT CONFORM D 04-. Oc:-t .. tZ1ti -MONTANA Testing & Geotechnical, Inc. SPECIAL INSPECTOR'S REPORT 2992 La Palma, Suite A Tel: (714) 632-2999 • Anaheim, CA 9iao6 • Fax: (714) 632-2974 COVERING WORK PERFORMED WHI<;H REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF D REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY STRUCT. STEEL· SITE D STRUCT.STEEL-SHOP D FOR WEEK ENDING PRJ. NO. d.9 REPORT NO. I PLAN FILE NO. BLDG. PERMIT _;-· 7 ¥-/ _1/11,,. PRQJECT NAME LAB RECEIVING SAMPLES REPORTING. REQUIREMENTS: Only one permit nci. reported per sheet. Identify type of work, item ecific area inspected (floor, · gridlines.etc.); identify all joints when. jnspecting welds and'boltj;; identify· accepted/rejected work b rtem and specific location; record 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 . . __. ____ Except as noted above, all work confonns to the approved plans and specifications and applicable s tor :1._J/q /199..X Date ofr{eport S7 /7 7 --);Ci] o Certification Number -MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Tel: (714) 632-2999 • Anaheim, CA 92806 • Fax: (714) 632-2974 D REINFORCED CONCRETE SPECIAL INSPECTOR'S REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF . . D POST-TENSIONED CONCRETE D REINFORCED MASONRY STRUCT. STEEL· SITE STRUCT.STEEL-SHOP D ARCHITECT cJ-1.-0 1 ~I 11) . L) JI r\.""-A ~£ "l=Or,.(Y) PRJ. NO •• ~'li/3-oo ENGINEER Rneffl.....,.. lf€>lPl(J(Slpr' . CONTRACTOR # II fJ1 II IJA} PLAN FILE NO. BLDG. PERMl9~ 14 {p SUB-CONTRACTOR . 51HJ7)1 O <l?NST. l,UCU)J I\J PROJECT NAME f<NoR..R.. ,5 13££s tUA>£ LAB RECEIVING SAMPLES PROJECT ADDRESS O . -/65' K:Ete..o REPORTING REQUIREMENTS: Only one permit no. report~ per sheet. Identify type of work, item. & specific area inspected {floor, gridlines etc.), ·identify all joints when ·im,;pecting welds and· boHs; identify accepted/rejected work by item and specific location; record 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. '---""'....-~---'-'· Except as noted above, all work confonns to ·the approved plans and specifications and applicable s. .!l.111199.t Date of Report Certification Number NONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-,2999 Fax: (714) 632-2974 REPORT OF CYLINOJ:::R TESTS CI"f'Y OF Ct-\RLSBAD-BLDG. INSt:-•£:::CT 10N Df:::PT. 2075 LAS PALMAS CARLSBi!=-iD, Ci!=-\ 9,2009 PROJECT ADDR.CAF-<LSBAD CLIENT: HAMANN CONS r RUC r I ON SET 2785 AGE LAB NUMBER (DAYS) f4 7 El 28 C 28 HD 28 SPECIFIED STRENGTH 301ZIIZt PSI LOCATION pf~N::::L ~:J:2 ])ATE. . - Aug i:~9 Sep 19 Sep 19 Sep 19 CAST BY JB PAU.JMAR TRANSIT MIX TYPE OF CEMENT 2 NOMINAL SIZE 6X12 6X1.2 6X12 CONCRETE SUPPLIER MIX NO. 3031Zl06 TICKET NO.E,02301 WATER ADDED AT SITE AUTHORIZED BY MIXING TIME MIN SLUMP t+. 5 IN REMARKS DISTRIBUTION ( 3) HAMANN CONSTRUCTION STRUCTURt:: FORM CITY OF CARLSBAD-BLDG. INSPECTION D£:::PT. BP/OSA NO. '-34-1.l~E, PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SQ. IN.) (LBS) (PSI) FRACTURE 28. -4-6 8112.'ll/.llt.1 i::'.8L~6 28.46 28. Li-E, ,zi. 1210 ON g.t~.Aug.22 DATE RECEIVED 94. Aug. 2~; AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES COMPRESSIVE STRENGTH: % PCF 712.i o F 75 OF DcoNFORMS DOES NOT CONFORM D -IIONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYL I NDl::::1-~ TESTS PROJECT NO. 2911,3-7 CITY OF CARLSBAD-BLDG. INS~:•ECTlON DEPT. 21Z17S LAS Pt:iLMAS PROJECT NAME:KNORR' 8 BEESl,JAX CARLSBAD, CA 92009 CLIENT: HAMANN CONS 'fRUC TI ON SET 278.lt. AGE DATE NOMIN~L LAB NUMBER (DAYS) SIZE A '? t:-1ug 29 6X12 B 28. Sep 19 &X12 C 28 fiep 1'-3 6X12 HD 28 Sep 19 SPECIFIED STRENGTH 30t;~\ti.) PSI CAST BY .JB LOCATION Pi=iNEL # :l 1 CONCRETE SUPPLIER P(.:.\LOMA R T Rt:-lNSI T M 1 X MIX NO.. 3Q.~31lilli6 TICKET NO.60224 7 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4. 0 IN TYPE OF CEMENT 2 MIXING TIME MIN REMARKS DISTRIBUTION ( 3} HAMf-lNN C;ON8TRUC1' 10N STHUCTURE FORM PROJECT ADDR.Cf~ RLSBAD BP/OSA NO. 9'-t--1.lt6 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH TYPE OF (SO. IN.) (LBS) (PSI) FRACTURE 28..46 76500 2688 28.. '-tb 28 • .t!t6 0 .. 121121 ON 9L1 .• Aug. i:!2 DATE RECEIVED 9 ft. (-i l.\ g • 22: AIR % UNIT WEIGHT PCF CONCRETE TEMP 71Z1 OF AMBIENT TEMP 7121 o F ADMIXTURES CITY OF CARLSB(.:.\D-BLDG. INSi:.•£:::C"l' :tUN DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH: DcoNFORMs" DOES NOT CONFORM D -NONTANA Testing & Geotechnical, Inc. 2992 L~ Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS PROJECT NO. i::'.9.li,3-7 CITY llF CARLSBAD-BLDS. lNSPECTlUN DE:J-•T. 21L'l75 u~s PALMAS PROJECT NAME:KNORR~ S BEESWAX CARLSBAD, CA 92009 cu~n HAMANN CONSfRUCfION SET 2463 AGE DATE l,AB NUMBER (DAYS) A 7 Aug 0~ B 28 Aug i::!6 HC 28 i=h.tg 26 SPECIFIED STRENGTH 31ZIIZ10 PSI CAST BY RR LOCATION C BEAM FOOT I NG CONCRETESUPPLIER PALOMAR TRANSIT MIX NOMINAL SIZE GX12 6X12 MIX NO. 31i..'1301lf6 TICKET NO.599658 TYPE OF CEMENT 2 · MIXING TIME 78 MIN WATER ADDED AT SITE 3 Gf~LLON8 AUTHORIZED BY SLUMP .l1,. IZI IN REMARKS DISTRIBUTION ( 3} HAMANN CCJNS"T RUC;T I ON s n~uc i"'URE FORM PROJECT ADDR.CARLSBAD BP/OSA NO. PLAN FILE NO. ACTUAL ·AREA--LOAD STRENGT.H .. (SQ. IN.) (LBS) (PSI) 28 • .l1-6 8851Zlll.l 3109 28. '1-6 1385012.'I .l~866 0.00 TYPE OF FRACTURE ON 9-4-. Jul. 29 DATE RECEIVED 9 4. A l..l g,. IZI 1 AIR % UNIT WEIGHT PCF CONCRETE TEMP 71l.1 o F AMBIENT TEMP 85 Of ADMIXTURES CITY t1F (.;i!=-lRLSBAD-BLDG. lNSi:1EC"'f 10N DE:::t=«"l. Respectfully Submitted, COMPRESSIVE STRENGTH: CONFORMS DOES NOT CONFORM D 94. Au~J. 30 -~· DATE: ES-GIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 I 9) 560-14-68 LJ _:t),PPLICANT JURISDICTION; 0--IT&J op--0-,q-e_LsB-,q-.:P II JURISDICTION C PLAN CHECKER QFIL3 COPY :PLAN CHECK NO: CJ tf -I <.1--'1 SET: :0:::-nu-;,5 LJ ,. QD3SIGNER. PROJ-BCT .~DDRESS: !'1&.S k:Gt1 ... 0G6 fl-1.)~ PROJECT Nl-:.ME: 0 FF!~ 114 rrNU...,PJ4e..Tu/el /')6_7 ' I /<../JO ~ fc:_ ~ /3 ti:{; S W IP< D 'The olans transmitted herewith have been corrected where n~cessary-and substantially comply with the jurisdiction's building codes. · The plans transmitted herewith will substantially comply -~ with the jurisdic":i_on' s building codes when minor def icien- . :cies identitied StzlF:" 14-TTfK!.):/EP 3tf'et::t are resolved and checked by bui.lding department staff. D 0 D The plans transmitted herewith have signifi~ant deficiencies identified on the enclosed check list and should be corrected and res:ubmi tted for a complete recheck. The check list transmitted herewitb is for your in~ormation. The-plans are ·being held at Esgil Corp. until corrected plans are submitted for recheck. ~he applicant's copy of the check· list is enclosed for the jurisdiction to.return to the appltcant contact person. O The applicant's copy of the check list l;'las been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has .been completed. O Esgil staff did advise applicanj: that the plan check has been completed. Person contacted: -------------'-- Date contacted: _________ Telephone ! ________ _ 0 REMARKS::.. ---------------------------- By:-fl-Be _DOLi E/vT& ESGIL CORPORATION 0GA Oc1-1 0PC Enclosures: ----------- PLAN cmxx ·lftlmER: 9¥-/¥~ ~L~=zra,B~= -----·-- 8 ;) "°h,.i4 ,w ~ S Hor..w / /V6 Va,u r/~ 14 7" ,,o .,,,.J /4--c. /1_ A N ,t;>·t_ C _<:; ,re;,,..: Ac..h l?oaA-t~ #203 AN o '#° :le;!.;-"_ 2) /VO i'ci: S Ha17 /:1-I II Ve,'\/ 1/ '-A t/o,u C1J'J Nat6 ,' /'Jt:Es1 C ,v_ Ar //A A, C. /:),1-1. / !::, ./ .,u :'.'.!. o ~ ~. CE c.. 7' P~A...-JS <;~o~ 7H'·/C:, .Yc.r-AJ //~ A 7' /C) •-.) /?A 7't:: -r'JA/, Y /~/ t_Atf.J 0'-'5 5 7" o "--A c C: /<ac-. # /0 Z. I IE p /< 0 VI KJ ~ A t. 6 j.. -r c x. ¼C>M S.ocit:£ /c s,,,,,.c-,...) 5 ~s, CA $ l ,,OA '5 'S 'S (.o? (5i ./ s A ,.;,,,.q.,~~a~6 /-': "'!.. qt) '/0, 06C /2.. 7'f...(_1,t,./ t0dMAA..J ,o .~ ct:-J '1 < cJ-(_J/ ~ k+h.St-~ / I fl E~6c.1~1 c..~ ,/ _/-'hA"'-15 ANr.::J Sn~d, LJ-t/ /.:>c:, /..J o-r c::; n'Oe...' ~,CC.'Tdt~ tA/..t::2.-rcI11.. HCS'A 7<f--L. /1\J C A-N K) '--<r . <; °70 A ~ i; k /?oo,.....z .J'c:;5' A5 /Oare. No76 OAJ SHt.r'°r.J:i ~- _( 2.o t!l1.. WA7a;:>"f. #t'Y-A-7'an:.. 1 • '/ .,, I i.' G'/4JJ-PINb prA-JJ '3> /:kJ w ~ eoo C!.. 4 "F C.vLj -:J. too . 0.,f. d>F Ft LL I -C lf'f:c...,,/ C.. Ft>R:. Gt: lrDI ii>;. t Peri.Ht 7 .J/2-egi U.t~el-fe)v15 j I I I Pvi'k-P l -~L ' tc-~ C~/'-.f C.0--AL c.."T'.-,t,-_:., y .0-&-1-1-J...."J';J,/~V'- o.A)_..J ~_:;t-Yr"J.... -/c..---..,,,._,,,.,..,-,-,v"-. /.:-1 ~ ,,.., __ ,__..._._......,...-\. _.c:2 1--~A ~ 0 f!._.,.-:,, _,/,1__. 6-0--7~ .--L -f,J I , .....,.,_. ItJ ~-C-r. ' )--y__,,, /,A/::.---~; ?CJ.~;/ ~.-,Jj e--1-~-ll_J,.,r-.__q ·-I; 0--::, ~ I._,~--~ ' -_.:,:,,,, 7 ------'/ l---t ;, ~ -. 7-~ / ( J~~ (', £-/G~7c/- Of~ ~ jJ ~~ l,~--A" , /~ /') ,,, --~ -A<--~ TI 4 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 Ju:US:)ICTION: ?LAN Cr::SCK NO: SET: -JL P~OJ3CT ADD:7{:SSS: lq6'5 ICi:Ll-OGrd:, /h.lf? PROJ:SCT NA!·E: c:JFFtC...& / /-( H-f-Jv,.__FH:c.Tuet10<; 0 0 D 0 0 0 K..IJo fc. ~ 1 5 DE~ klA-)( The plans transmitted herewith have been corrected where necessary and substantially comply with t:-ie juris6ictio:1's building codes. The plans transmitted herewith will substantially comply with the jurisaic~ion's building codes when minor aeficien- cies identified-,--------------a~e resolved and checked by building department staff. Th-e plans transmitted herewith have significant deficiencies identif~ed on the enclosed check list and should be corrected anc resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being h~ld at Esgil Corp. until corrected _plans are submitted for recheck. The applicant's copy of the check list is e:1closed for the jurisdiction to return to the applicant contact person. The. applicant's copy of the check list has been sent to: 5HrTH- ~17G {3 eL Ot;Jo;.J cA-, 92D20 J I I -. 1 .... -~ ~ . ~ . ~ . ....h·. 1 . . ~sgi_ s ... azr aia no~ aavise ~ e app ica~~ co:1tact perso:1 that plan check has been completed. ..... ... ne plan check has :Ssgil staff did advise applicant that ::>een completed. Person contacted: ------------- Date contacted: ___ --'-------Telephone .. ________ _ D :<E:H .. 1)..RKS : ----------------------------- 3 y : /JoE-VO LI t~l.J'tG ESGIL CORPOAATION ~GA Qs}c1,1 QPC Enclosures: tf-l1-9Cf ~f}-er;?rs / 0-2, 6 g ( ' /( l7 /4 ::2-D PN~ I I ' ' <i 0..fZc.{-op-TrtG---+----....:;._ _____ _ ~:- JURISDICTION; 0/4-fZ.l 5 f3"l't D PLAN .CHECK NO.: 94--14-G Date plans received by plan checker: Date plan recheck completed: 4/z .. :1/91.fBy: lfBE PROJECT .ADDRESS: __ 1..;..1_t,""""y __ .,_/<--'t?"L--~_· __ W----'G~b ___ fhl_~;;..._ _______________ _ :ro:_"""K.l::_=-_IJ ___ s_H .... 1'""'-r;;..;H-'-"--__________________________ _ RECHECK PLAN CORRECTION SHEEI FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 3O3(c), of ·the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A.~ 0 Please.make all corrections on tjle original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 0 .To facilitate .rechecking, please identify, next to each item, the sheet of the plans ,upon which each correction on this sheet has been made and return this check sheet with the revised plans. ~ The following items have not been ;esolved V from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages contairiing the still outstanding corrections. Please contact me if you have any questions regarding these items. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. -~---Y.es ___ __,No OF_f>L-14--/JS t1o ~I<, • I 1€'1'1 ,VO":>, 6:, 7 g 1 /( (2 I(::, Z-/ "Z&, z_~ .' j / I ( 7 I 2-Q' ~°! ~Z-. 4-5, 4-Cf, ll 7 1 /75 , z_g-3 .2_°J 0 l I I t I I I l 7 J "Z-"f ( '"2-&f z.., 7-C/. ? t c:>F -n+r;; o IZ-1 6 I Iv A--c Cffc;-~ l.t >T l I ) fr!'?& '>TILL Olv 75 T ,+~t:)1 tJ~, /q-T[r,rc_.f/13P ti:l.t:?"C'rR..fCJ4-L, Form No. RPCS.4129O Ii G:!.,/f-14 N lc..A--C.. .' -r1+-t :> JURISDICTION CA e.L ~ 15 rtD __ .....;.__;__..;:....::c....:..; ______ _ PLAN CHECK NO. q4 -I Lf-(e DATE 2 _.. 17 -9t..f BUILDING A,REA, HEIGHT AND STORIES D.h.T.?>,. SHE.ET . -. • -. ·--" -n, •• ., • Building Designation I I I I Type Construction Shown I I Number of Stories and Heiqht Basic Allowable Area I Increases For Multi-Stories For Yards Feet On Sides For St>rin>clers Total All~able Area ·Actua 1 Area Tota 1 I I .. . . Area Separation Walls Yes No Yes No Yes No Yes No Yes No I . I I over 1.rea Yes No Yes No Yes No Yes No Yes No ·Over Height Yes No Yes No Yes No Yes No I Yes No -·--·· Ovet: .Stories Yes No Yes No Yes No Yes No Yes No 3uiidino Use Occupant Load Occupancv 0S987 A. 0 0 Please cake all corrections on the origir.al tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Oiesapeake Dri\'e1 Suite 20a; San Diego, California 92123, (619) 560-1468. Please r.-.ake all corrections on the origina,l tracings and submit two new sets of prints, to: The jurisdiction's building department. ]3. -~ l i- 0 0 0 0 ,Pro,·ide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the ca1culations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please incl:ude the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Ii tle Sheet all buildings, structures, walls, etc. included under this application. lm.y portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as 11not included11 on the site plan or Iitle Sheet. ~ iv J4-81Jwj ·rt./-'17 0t,,..,'1'St1?~ sro~~tE-? Provide a Building Code Data Legend on the Iitle Sheet. Include 'the follo'l.·ing code information for each building proposed: Occupancy Group -Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Iable 5-C. .(if a~licable) · Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 8/4/92 GJZFJ--'DI/J(.-7 ft.!fN S/:f9t,v':;;; ~ao c.c..r op-c,_c....,y ~ :£00 C'-f op-Ft '-1,_ ndicate on the Title Sheet whether or not a grading permit is required for this project. r;/i,. Provide a statement on the Title Sheet of the p plans that this project shall co:;iply \dt..r1 Title 24 and 1991 lTBC, UMC and UPC and 1990 ~"EC. c. 18. I Provide a note on t..l-ie plans indicating if a.-iy hazardous materials will be stored and/or us&d !o:ithin the building .. ·hich exceed the quantities listed i~ l"3C Tables 9-A and 9-E. ~ f3~L0l-c_/ Specify the uses of all rooms or areas. SITE PI.AH ?ro,ide a fully dimensioned site plan dra .. n to scale. Show north a...-ro-..·, property lines, easements, streets, existing and proposed ¢ buildings and structures. . Provide a statement on the site plan stati.-ig: "All property lines, easements and buildings, both existing and proposed, are sho .. n on this site plan". ~-Clearly designate on the site plan existing "{:.J buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. fi0 Clearly designate any side yards used to V justify increases in allowable area based on Section 506. r· fs. Show on the site plan all proposed "'alls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this pennit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the .site .plan. p · Show and dimension· on the· site plan all • 1,uilding projections including eaves, balconies, cornices and s:i.milar appendages 0 extending· beyond the exterior walls. Show on the site plan, or provide the grading 'plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location · of any designated flood plains, open space easements, or other development restricted areas on the site plan. IF- 9 LLS_T 2 ~' .• t D. r· zr.. 3P· When t...,o or ::i:>:-e buildings are on the same propert:y, the lr.:ildi:lgs shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An_ exception is provided if the combined area of the buildings is within the limits S!lecified in Section 505 for a single b-.iildi.,i°g. If this e>:ception is used, show how the building(s) ...,ill comply wit..11 Section 505. When a new building is to be erected on the same property as an existing building, ~l)e location of the assumed property line with relation to the existing -building shall be such that the e>:terior ,,;all and opening protection of the existing building meet the criteria-of Table 5-A and Part IV. Section 504 (c)-. Buildings o.-er one story and containing courts shall ha>'e an assUIDed property l:L-ie for the purpose of determining required "·all and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court "-alls will be made to comply with Section 504 (c). The exterior '\.alls less than feet to a property line or an assumed property line, shall be ___ fire-rated construction. Section _._03 •. Exterior ""alls shall have a 30 inch parapet when l~s .than __ __,__feet to a property line or an assumed property line. The upperJDost l811 of such parapets shall be noncombustible. (see exceptions, Section 1710.) The exterior \i'Ali shall have protected openings {3/4 hour) when closer than-,---- feet to a property line or an assumed property line. Section _____ 03. The exterior "-alls shall have no openings when clo·ser than -,----feet to a property line or an assumed property line. Openings includ·e windows, doors, scuppers, vents,. etc. Section ...... ___ 03. ' . Eaves over required \i'indows shall be not less than 30 inches from side and rear property lines. Section 504 (a). · Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction.- ·Section 1711. · Projections may not extend more than 12 inches into areas ..,'here openings are not allowed. Section 504(b). 1-r€1-1 S IL 4, /1 5/26/92 . fo. +· E. 0 Projections over public property must comply wit.~ Chapter 45. Projections oay not e>:tend more than one- t..~ird the distance to the property line from an assumed ·,·ertical plane located ,,:here fire- resistive protection of openings is first required. Section 504 (b). i..'hen openings are required to be protected due to locaticn en p:-operty, the su::i cf cpe..":ings s:-..all not e>:ceed 50 percent of t..~e total area of the wall in each story. Section 504 ( b). A covered pedestrian walh .. ·ay must comply with the require::;ents in ?action 509. Exterior exit balconies ca...-1not be located in an area ,.-here openings are required to be protected. Section 3305 (i). Exterior stair .. ·ays shall not project into yards ,..-he:-e protection of openings is required. Section 3306 (m). Yards or courts serving as required exits for 10 or more occupants IlIUSt be at least 10 feet wide or base walls of one-hour construction for a height of 10 feet above the court or ya...--d grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resisti.-e rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings ha.-e to be protected where openings are required to be protected. . Table 5-A, Section ___ 03. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not · exceed one. Sectio.~ 503 (a). s ~ e,~lA...) As-shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allo"·ed by Table 5-C plus the increases allowed by Section 506. 3 f 5. Provide a note on the plans stating: "Penetrations -of fire-=esistive -..-alls, floor- , ceilings and roof-ceilings shall be protected as required in UBC .Sections 4304 and 430511 • Clear'ly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details sho-..·ing location of fir.e da11,pers and how fire resisth-ity will be :r.afatained at floors a.'1d roofs. Section 1706. Fire-resistive exterior -..·all construction shall 'be lllaintained through attic areas. Se~tion 4304 (c). Detail column~ fir°e protection and specify column iI::pact protection-fa garage areas per Section 4303 (b) 5. As a oinic'J.!:l, show a 22 ga. steel jacket around each column to a: height of 3 .feet above the ground for impact protection. Structural oembers such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.} .Detail required protection. ,clearly specify miniiir.mi thickness of walls and· slabs to provide ____ -hour fire-resis-tive rating per Table 43-B and C. Clearly ~pecify minimum cover for bonded reinforcing at_._ fire-rated floors, ------f ire rated columns, -:--,----·fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 430) (c) 3. Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood \.-here necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy ~eparat.ion '-'alls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly. ratings. Section 302 (d). nr.tERIOR 'RALL AKI> CEILm'.; FllrISII Foam plastics shall not "be used as interior finish except as provicSe4 in Section 1713. When walls and ·ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible· construction or to furring strips not exceeding 1-3/4 inches. The furred ·space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. 8/4/92 +· f5. 0 86. 87. 88. t· When finish materials are set out or dropped core than 1-3/4 inches from fire-rated ...-alls or ceilings the finish oaterial shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Sectio:i 4203, 2. Hangers and assembly members of dropped ceili.,gs below a one-hot:.r ceiling assembly shall be noncocbi.!st:.ble i:.aterials except in Types III and V construction, .:here fi~e- ret:ardant treated -..•ood oay be used. Sect:.on 4203, 2. All L,tericr ...-all er ceiling finishes (exceFt Class I) less t.~, 1/4 inch thick shall be applied directly against a noncocbustible backfag u.'1less it is in accorda."lce ;;ith a.'1 appro~ed tested assembly. Section 4203, 4. Provide a note on t.~e plans or on the finish sc.~edule, 1'i-iall a."'ld ceiling oaterials shall not exceed the flame spread classifications in UBC Table 42-B. 11 ~./4-f/,J/fv...) C,:)~ ' ,.---61.S /l ~ I 7 -~I' OCCOPANCY SEPARATIOH I I -' -,.--,-.:' '!7o;J(r A -hour occupancy separation is required between --~occupancy and the --,--,-- occupancy. Table 5-B, Section 503{d). (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the :cajor use and not related to an H-2 or H-3 occupancy. Section 503 (a). Provide --=-~-hour fire-resistive door assemblies in the _ _,,,.,,..,,.--hour occupancy separation. Section 503 (c). A B-1 occupancy in the basement or first story of a building housing a Group B, Division 2 or Group A, Division 3 occupancy may be classed as a. separate. building; . The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. b. c. d. ~-1 is Type I construction. B-1 is separated from the uses above by a three-hour occupancy separation. B-1 is restricted to passenger vehicle storage, entry lobbies, laundry rooms and cechanical equipment rooms (no storage, recreation room, etc.). The maximum building height does not exceed the limits in Table 5-D for the least type of construction. 6 f5. No point in the building shall be more than 150 1 (200 1 if · sprinklered) from an exterior exit, horizontal exit, ,enclosed stain.·ay or exit passageway, measured along the path of tr?vel. This may be increased a ma>:ioum of 1001 when the increased travel distance is the last 'Dortion of the travel distance and is entirely within a 1-hour corridor. Section 3303 (d). Double acting doors are not allc~·ed when serving a tributary occupa.~t lead of oore than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped ,d th pa.,;ic hardwa:-e. Section 3304 (b). E.xit doors should s·,dng in the direction of egrees ,:hen sen•ing an occupa.~t load of 50 or more or when sen-ing any hazardous area. Section 3304 (b). See doors _,_ _____ _ Note on the plans: "All exits are to be openable from inside \dthout the use of a key or special kno;.ledge11• In lieu of the above, in a Group B occupa;icy, you cay note "Provide a sign on or near the exit doors reading THIS DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS11 • Ibis signage is only· ailo.,•ed at the main exit. Section 3304(c). lt6. Exit doors from Group A,E,H-1,H-2,H-3 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 33. (;;;\ All doors an~ gates, ,dthin the exit path from \:::J Group .•.,E,H l,H-2,H-3 ~ occupancies to a public .,•ay, shall not be provided with latches or locks unless they are equipped with panic ¢ hardware. Section 3301 (b). ~en additional doors are provided for egress purposes, they shall conform to the width, swing and .hard...,.are provisions in Chapter 33. Section 3304(1). lf 9. Exit doors shoul<i · be a ~ size of 3 feet by 6 feet 8 inches. ·.· Maxi.mum leaf width is 4 feet. Section 3304 (f) an~. (g). Regardless of occupant load; a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). 8/4/92 Door landings shall ha\•e a length ceasured in the direction of tra\'el of not less t.l-ian 44 inches. Section 3304 (j). Doors should not project core than 7 inches into U1e reouired corridor .. ·idth •.:hen fully opened, nor ~ore tha.~ one-half of the required corridor widt.h when in any position. Section 3305 (d). Revolving, sliding and overhead doors ~e not peroitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (h). lJS. Ramps not required to cocply '.;ith disabled f access reouirements shall not be steener than 1:8. Ricps steeper than 1:15 shall have · handrails as required for stain,ays. 'Mini.I:ru.r!l size landings and landing clearances r:iust be provided. Section 3307. s:rAIRWA: (See IYiStle 5 2G:;G;.4 _ .. ·here Disabled Access is required) f_XE.L,(»t/ ii . Stain.·ay ,:idth must be at least 44 inches when T ... serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Stairway riser must be 4 inches minit:r.Jlll and 7 inches maximum and minimum run shall be 11 inches. Section. 3306 (c). See the exception for private stairways serving less than 10 occupants. Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (o). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b}. , . Enclosed -usable space . under interi~r ·or, .. exterior stairways should be protected on the· enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 1611 o.c. nailers. Section 3306 (1), (m). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). 8 '0. ~"" thot exit, are lighted ~ foot candle at floor level. / Section 3313 (a). 1.-ith at least one 1/3. Show separate sources of power for exit illumination. (Occupant load exceeds 99) Sec".:fon 3313 (b). t64. Ihe exit sign locations as sbo-..11 are not adequate .• o. fs. .ELEV Al'ORS Ele,•ator.s shall be enclosed in a one-hour ·shaft except in .Iype I ~nd Iype II F .R. construction where the elevator shall be in.a two hour shaft. Section 1706. Every opening into an elevator shaft e.~closure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in t .. •o hour shafts. Section 1706. i,l7. EleYator shafts exten9ing t.lu-ough more t1'.a,."'l t .. o floor levels shall -be vented to the outside. Toe area of vent shall be not less than 3 1/2% of the shaft area and a minimum of · 3 square feet per elevator. Section 5104. JS. Elevators in high rise buildings shall comply f with Section 1807(b). . 1(9- :. .: . Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars J)er hoistway enclosure to comply with Section 5103{a). Provide clear inside elevator car dimensions as required by Title 24: a. In high-rise buildings, A/E/I occupancies, State-owned buildings, residen~ial care homes, hotels, motels, apartments and condominiums: 8011 by 5411, with a 42-inch side slide door. b •. Elevator . in buildings more than two stories or bui~dµigs ~'here disabled access is required t!). upper level(s): 6811 by 5411., with a minimum clear .door width of 3611 • . • • • c. Elevators other than in -(b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 . feet 6 inches and a minimum clear door·width of 36 inches. 8/4/92 Provide notes, details or specifications to show the elevator .. ·ill comply .. ·it.h Loe Sections 5102-5106 and Iitle 24. Doors other than the hoist...,ay door and the elevator car door are prohibited at the point cf access to ele,·ator car, except doors readily openable froc t.l-ie car side. Section 5106. P. GUSS AHO GLAZING 1h4_ Specify on t.11e window schedule the glass ty?e 7' and t.li.ickness to shew co::ipliance ;.-ith, Iable 54-A a.,d B. IPttJODWS /4-~ c.._ ~ Sho1." ety glazing in the follo\.:i~g \.::J lo ons, per Section 5406(d): 'J9. f8o. 1,1. ~2- u(3. a. i.'here the nearest edge of glazing :.s ...-it.11in a 24-inch arc of either side of a door in a closed position (unless there is a."l fatervening .. ·all between the door a.'1d the glazing or if the glazing is 5 1 -011 er higher above the ...,-alking surface). b. Glazing greater than 9 square feet wit.11 the bottom edge less than 1811 above tl-ie floor and the top edge greater than 3611 above the floor ( unless the glazing is more than 36" horizontally away from ...-alking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor) • A Class 32-A. roof covering is required. Table Specify roof slope. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___ _ Specify roof material Chapter 32. and application. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in U:SC, e.g., tile, etc. Specify minimum l/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. 11 W. TI'll,E 24 DISABLED ACCESS ~ Provide note ~d details on the plans to show \.J compliance with the enclosed Disabled Access Check List. Disabled access requirements may be .more .restricti',;P than the UBC. I ct 1 ·k, 1 C-1 e · Jr 1.J O 7 A::..... X. EHmGY CONSERVATION' 284. P.ro,·ide mechanical plans, plan details, calculations and cocpleted forns to show ,cooplia.'lce with state regulations fer energy conservation. 285. Provide electrical plans, pl~n details, calculations and the completed Form 5 or CF-5 to show .cocpliance with state regulations for energy conservation. · 286. Incorporate in the plans or specifications t.~e ,attached "Title 24 Mandatory Requirements11 a.'1d the 11Iitle 24 Construction Compliance .Statement Requirements". Y ADDITIONAL Please see 2dditional corrections, or reoarks, on the folio;.-ing page. . ~ Io speed ·up the recheck process, note on this '1J list ( <>r a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. f;;;;\. Please indicate here if any·· changes have been CJ made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and 1'ilere they are located in the plans. Have .changes been made to the plans nqt resulting from this correction list? Please ·check. ___ Yes ___ N.o The Jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 20~, San Diego,_ California . 92123; telephone number of 6i9 / 560-1468, · ·ta perform· the plan check for your project. If you have any questions regarding ·these plan check items, · please contact ______________ _ 8:B~ VOL.I e!JTe-· at Esgil ·Corporation. Thank you. Enclosmes: 1. 2. 3. 8/5/92 o v._7 IA) • co.-.iet"' cescri--t:~:-i cf t.."'le activities ll:ij .. -. -r· -r ~rocesses that ~ill occur in 0is ~enant spa:e should be prov iced. A listing of ':..l l hazardous rr.aterials should be inch.i~ed · ,,.1.:-,e -,.-~r1·ais 1isting s::~·.:ld be st.a.ted in a ,.o:::i ---• • • 'i" bl C • t1-.a .. --ould c-.ake classification in .a es ,·:-. • '"' -• • • • .s: -; • l c.~v a..--id 9-3 :,cssi~le_. .L!'le ou::.la::.~g ?,.r.c_i;. ;:.· :-eaui::-e a tecn .. "1.1cal repcrt. to 1dent1 .. :, . __ d de\:eloo oethods of :;:::-~tection froo hazarao1,;s c.ateriils. Section 90l(f). !f control a:-eas a:e csed fo:-exce~cing _t.'"le ·ex~t c.1:lOU."'ltS of r..a:.a::-dc1,;s water1als troo __ '!"ables 9-A and 9-3, t..~ey shall be constructej ~f :r.ot less that ::-eq:~ired for a one-hci.:.r Oc -,-a.,cv seoaratio.n. Section 404. '-¥!"' • .. .-~~ n··~be.,. of co:-it::-ol areas ~ithin a building --·-• ...... -. , l -used for retail/,.-::.olesale stores sn.a. n'?'- exceed t;,·o; t.~e n-.;.::;ber of control areas :.n ~·nd;:-igs -..·• t..~ otl-e-uses shaH not exceed f;~;.-·Footn~te 1, :a:oles 9-A a.,d 9-3. ,;.,e agg.,.egate aca:-.titv of any ha:.ardcus -•• • • • II 'I-11 -caterials 11 in cs~" a."'ld_ '~i.11 s_to::-ag_e_ s • ...a: ~c '- exceed the a'2!ltitv lis ... ed in Tao1es 9 A c:..,d --• • -? d 3 ~-'h1 es 9-B fc:-"storage". : ootnotes -an , .Le::.-- --. _ 9-A a.,d 9-:S. THe-Pe,;::1 LS , ( <-X: G @__ 2<t-~c,.c)_ I 2fz, -, .L:;;:::-1 rr c.- Srf,ovJ C4 /0 FT-st~ H-IJ C pc;;7J-J-tL x-xJ 17 ==~'-"---~--------·------- TITLE 24 H~.NDICAPPED ACCESS COR..~ECTION LIST Jurisd.iction G.r,t /CL-;, f5 J4-D ------------------ Plan Check. No. 9v -I t.1-& --'-;_:_ ____________ _ References to .section numbers \o/ith prefix 11211 are to Title 2J.., California Code of Regulations, ?art 2 (California .Building Code). Prefix 11311 is for ?art 3 (California Electrical Code). ?refi.x "S" is fer Part 5 (California Plucbing Code). Exemptions ,,clail::ied . fer any item shall be requested in ·,:riti:'lg a.'"ld shall include all data needed to oetemine "unreasonable hµ-dship11 as described in Section 2-422. SI TE DEv"ELOPMEl\"I 8. HAl\"DlCAPPED PARKING SPA~ES _ Q Pro,.-ioe -2_ handicatiped stiaces. J 2-7102{b,) 5 Jhv.) o ~J i;t-t'G fi_.&r @ Space shall be so located that handicapped persons are not cocpelled to :wheel ,or -..·alk behind parked cars other tha..-i his/her o-.."Il. 2-7102(c) Parking space shall be a minimum of 9 ft.xlS ft. \o/ith adjacent marked 5 ft. loading zone. Double space shall be 23 ft. 'lo'ide. Where a single space is provided., the loading/unloading zone. shall be on the passenger side of the vehicle. 2-7102(c). /-J1..ax'im-.m slope -of parking surface in any direction shall not exceed 1/411 per foot. 2-7102{e). 0 f I· Parking space(s) s~ll be. identified .,dth the International Symbol of Accessibility on reflecto~ized sign affixed to post or· '!o'all., and ~ duplicated on parking surface (symbol to ·:,be 3611x3611 and painted at the back of tbe.parking stall). 2-7102{f) Entrance to parking area · ( or at each stall) shall ha.ye a sign stating that unauthorized vehicle(s) parking in handicapped space(s) ma.y be subject tQ tow-~ay. ·2-1102(£) [f covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled ·shall also 'be ·covered. 2-7102{a) ··--· ./ Entrances to and vertical clearances ·r· .within accessible levels of parking structures shall_ be 8 ft. 2 in. to any structural. member, duct or pipe. 2-7102{g) CURB RAMPS a. ·Curb .ramps shall be located whereyer _pedestrian path crosses curb. · (2".' 7103(a)) b. Curb ramp shall be 4811 min • .,..idth (2- 7103{b)) with -max~ slope of 1 in 12. 2-7103(d) c. A 'level 4811 min. de_pth landing is required at top of curb ramps over entire curb ramp 'lo'idth. 2-7l03(d.) d. !f no la.'"lding is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. S1.!r:ace is to be slip contrasting finish side~alk. 2-7103(f) ~esista.~t and a from adjacent f. Border rr.arkings shall be 1211 '1.-ide of 1/411>:l/4" grooves, 3/411 apart, located at WALKS ¢ top a.~d sides. 2-7103{h) a. Site development and grading shall be designed to provide access to pri=ry entrances and access to normal paths of travel and where necessary to provide access shall iJ1corporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (1 in 20) cust comply with racp requirements of Sec. 2-3307. 2-332.S{c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maxillr.Jm cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-332S(b) ·allowed whenever f. At each gate or door a 60"x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x4411 deep level area is required \./hen the gate s.:ings away from the walk. 2-3325(e) h. A 2411 clear space is reouired at strike side of gate or door. 2-332.S(e) (;/) PEDESIRIA.~ RA.w.J>S r a. A path of travel with a s'lope greater than l in 20 shall be considered a ramp. 2-3307(a) b. The ~i.Dr.llll slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 minimum. A miniJ.1'..Il!l width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) Ii • C /· f· ·d. The .surface of rai:;ps r~sistant. 2-3307(g) shall be slip- e. A ·6011 inte:media.te .landing is required at maximim elevation c.l-iange of 3011 and 72" la.11ding at eac.11 change of directio:1 (-over 30 degrees). 2-3307{d .• 1) f. 1.a..11dings are required at tcp a.11d bottc~ of rai:ips. 2-330i(d.1) ·g. Bottom landing shall be oinit;r..im of 72.11 in the directfon of tra•:eL fig. 2-33- 11>. h. Top la.,ding shall be 6011 x 6011 mbil!r.:::!~ 2-3307(d.1.) i. wnen · door swings onto top landing, ·minim-.llll depth .of landing required is ·door \,"idth plus 4211 • 2-3307(d.l.) j. Iop landing shall have 6011 cin. -.,ddth · whe.-i door sl.ings onto the landing, wit:.11 2411 on strike side of door at exterior ramp7 .or 1811 at interior ramp. 2-3307(d.1) k. Ramp handrails are required on each side of ramp, '-'hen slope exceeds l in 15. 2- 3307(e.1) l. ?.amp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom:, and the ends returned. 2-3307(e.l) JD. Handrails shall be l-1/411 to 211 cross section, .spaced minimum of 1-1/211 from wall. 2-3307(e.l) n. A · 211 higl:l curb or "'heel guide rail centered 311 ± 111 above ramp surface is required on both sides were not otherwise bounded by "-alls when the ramp exceeds 10 feet in length. 2-33~7Jh,l) SPECIAL ACCESS LilTS . a. Lifts may be provided between levels, in lieu of elevator, ..,'hen the vertical distance between landings, structural elevator:, structural design and· safeguards are as allowed by the State of califomia, Depar1;ment of Industrial ·Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107 (a) c. There shall be a level and clear floor area or :landing { 6011x60") at each level for access to the lift. .2-5107(a) HAZARDS a. ,Provide 8011 headroom from waU.·way ·surface to any overhanging obstruction. '2-3326(b) J b. Headrooc of maintained for etc. 2-522(f) 80'' ciini.I:r.J1D shall be ...-alks, corridors, aisles, ...-it.11 leading edges above finished floor m::re t.~a.'1 411 into c. ProL-.Jding objects be~;.·:~"l 2711 a.11d SO" sh.all net prct::-~ce .,_.alks, corridors, etc. 2-522(f) d. Free st..a.11ding objects motL,ted on posts bet...-ee., 2i11 a.11d SO" above the floor i::.ay project a ca.:d.c:r..:::i of 1211 • 2.-522 (f) e. Abr-Z?.: c:-.anges in level exceeoing 411 aCjaca::t to .,,·alks, exce::it between walY...s a.11:i a:i~ace:;t st:-eets c-r • drives, shall be ide:;tified by 611 high ;.·a..-r-ning curbs abo,·e ...-alk ~=face. 2-3326(a) EKI? .. 1,..~czs, .;OO?..S, \"ESIIB1JI.ES AKD CORRID::>RS a. All pr'..-:ry entra.--ices to buildings shall be accessible to the h.a.--idicapped. 2-330l(f) b. All required passage doors shall have 3211 clear opeming at 90 degrees ( 3611 door~. 2-3304(£) c. At least one of a pair of doors shall meet the mini.Imm 3211 clear entrance width requireoe..'1t, 2-3304{£) d. Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than l in 2, if more tha."l. 1/411 • 3304(i.l) e. Exterior level landing may slope up to 1/411 per. foot in any direction for surface drainage. 2-413 f. Door hard...-are shall be :of the lever or push type, mounted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2-· 3304(i.2) Toe lower 1011 of the door shall be of sooot..11, plane _surface (no recess or trap) except at auto::ia.tic and sliding doors. 2-3304{i.3) B~ildL-ig entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. Toe sVI:lbol shall be a white figure on blue background. 2-522(b) i. At tu.--nstile, provide an access gate, 3211 clear width opening, within 30 feet of tu..,-.stile. 2-3304(i.4) j. There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) 2o JURISDICIIOM:._-_ ___..C~A_,__,_/?..__l ..... S..___.&3....._14 _____ 0 ___ __ DA'.CE: __ f.,,,,........-_z_c._-_;..c;_s---__ ~ GLEN ADAMEK PLAN CIECX HtlfflER: ____ -1,.9_-1...__-..... 1 ..... :z::~0 __ z_r_. PLAN OiECX.tl<: D D--- /Jo-t HA-'-/,,.. L I . S ?"o~At; e Cl 0"-JC-'t /"2.S-lb 0~ /-/ '-C.. c, c.,J~O A3 t2 C4u I~ ~LJ / t---~----~~~.;;;.......:::;_ __ ~~:.=.-;.._;..~;...;:;..=~~L-.-..:...;::~-=:.;;~::;,:..::<.S::.,_ ____ ,t....:,...;...;;;.__.:,~~..::::.:..:::.i-7 ~ cf. 'ta .--,,HIS {' A aJ ~ ,0 o K tU. ~ a 0 5Hoc,J -'½" :t rlh -fu.,r 1 6 U//0 I /Jcrr ~ ,. t-SO OAJ 5.,,c!tSi ~-1 /,)tSTA 1 e.. t;.A;O ~rt.. At!c-tS5;, lo -WA'7CS~ )/u-41cr,c_ f!.tr1c..,....;'i,. ' ' 1 f ' l j I • . .i.l!IDICilOS =. C &R L ~ B&:D PW{aull:~: 94-\4-6 / / / Subr.iit cornt>lete electrical plans ::-ef:lecting t.~e :-:;11 e>:tent cf -..·::::k to be ;-~~:c:-::~d, i!'lc!~d!ng ~Jt net 1!1:it·ed to .:1:.e :cll~~ing as a~plica~le. s:::,=:.~ c~:;?lete se:-'\·ice c;.~d fceter c:-,a- .1:.ne diag::~. KEC 215-5. S::o~ ~e Available Fault. C-:.::::e:;t. (Isc) frc;:l t:.e 1:til:.t.y Co. a."'ld at_ a~:.:i;i.:i:r:t ~~e:e ·t:ie !sc exceecs 10,000 a.~s. Y. 'Sr:c~ 'the a::?e::'e i!'lterr..:j?t.ing ,Ca?aci"tj' / :(.t..!C} ::ati.,gs cf ser-,·ice a.-.d S".l~ser-,·ice ?AGE: l / SEI: _ _,;:;I __ _ ShO'-' lccaticn cf Servic: · s). KEC 110-16, 230-2. 2. Ill ,94- S:tecify .j:r.,.,:-,sio:-.s --:qt:::.:=~=-.t. ECiO ~s er :::::e. KE:: :10-l6(c). ?:-cv!.Ce the re~uired a.::ass c--:t ~r-.t:-a.~ce ::o ,,.-o:king space fer e~·..:::;::::e:-.t ::-at.ed 1200 a=;s or oc-:e a.-.d o\·e: ~ : ee:. ·-·ide. KEC 110-16(c). She;.• lcc:.-cic:1 c: a: l ~a::-e ls, lead c~:1t.e=s, s· ... ·:. cchbca=Cs, .=.;1d t=.::,_-:s:'cr.:>ers. ?iEC 110-16, 240-24, 30:-21 • . eg_~i?::e:1t. REC 110-9; B0-65. / 0 /2 ?::o....-:.cle t.."1e ::-equi::-ed -.:::ki:1g S?ace abo-:;t She~ the r:ethod used to lil:!it. faul~ • elec-crical equip:::ient. ?0: ll0-16. Vf ,l cur::-ents to 10,000 ai:l?S on crancn ~ V ~ .ci-rc..:its. Sr.ow fose le'tt.e=s if use:i • S·.io=it co:i?lete :?a."'el s=.":ec:.:2.e( s) . .(· "jN 1·-T";l'-') · ~i.e., .J.J, J. ... a, -·"' • , 1., lJ' R(.~ ~~v.1JJ r-. ~O\!\'C: f .~. S?E.C... Fo~ ~L 0-\ c7;\~~;; !..ilJe. • ?::-ovide o....-erc1.:.r=ent. :=cte::::.:.0:1 on t:.e /· new ruse o=~sr e -., -· l-i -"' .re--seccnca::-y sice of t=a:-~::c::-;::;e=s. KEC 240- / . Ttt l~. I.J t E.D 21 rx., 384-16(d). 'Show e.ac':l b'.:ik · isco. ect:.n REC 230-84. ._ _ _..______ ~ Provide required tra.:-.s::~:we::-..-e.-itilation. /-'-REC 450-9. / . L_. She-., conduit a..-id ~ire sizes. /'- / . ?::-o,·ide receptacle(s) ·,.it.hi--. 25 feet of $pecify wire type (AL or CU) and h-VAC equipoent. m+::: S...."'>9. ir.sulation (i.e. IHWN). NEC Ma. 310. / ?rcvide the ::equired ~O at:J? 1200 VA sign ~?--She-., the 2.??roxinate length of feeders. ~f~)(~)~s) a.""ld recep~cle(s). NEC 600- . Sho'.l t.'1-ie grounding systeo required for each building, structure, or service. NEC 2lr. Provide 11uniforc11 pa-:-:ern l:.g,.'1-iting '1..-ithin 250-24~ 80(a), 8l(c). /--sight of cultiple s,,.it.c!l lighting · ~ Sho.., the "nearest electrode" used for / --eac.'1 tru.sfon:ier secondary grou."1d syste::i :(i.e., . bldg. steel, cold 'lo:ater pipe) • . HD:: 250-1.6(c). - Show the grounding electrode conductor size and .,,.i=e type (J,1,/CU) • HEC 2.50-94. Submit lead calculations. Include ·1ong continuous loads . (LCL) and largest ~otor l<>ads. KEC Ma. 1.20. ,L Sho....,/Identify ne'il loads proposed for the r-existing eq,uip::ient. -. ~ !ndicat;.e ca.in service si::e a..'1d total /. load. cethods (i.e., ::IT, Metal controls. CAC Title 24, 5319. \.'hen t..,.o or core exi-:s a.re =equi:red, show exit signs on the lig::ting pla.""l(s) at all required exits and 5:=~cify t!lem as being self-11.ll:linous or ha.--: ... :1.g a · second power· sou=ce {battery o~ g;..--:eratc=). h"EC 700- 16/UBC 3314. ~ In all occupancies -..-::.ere t:le exit system / s.,.rves 100 or c::)re c-::cupa::ts, provide a m5r.~cum of 1 foc-:candle emergency ilhuiination at t::e fleer leYel a."ld spe-f :y a second po'-·== so'-==Ce (battery or n~4ator). h"EC 700-:6/UBC 3313. s-:ieed u-:i t..~e rec::,.-:k -c=~ess note on t is 1 ist ( or a ::o-:iv) -..·here each cor::ection ite.c has =~~n ac:=essed, i.e., -:>la.~ sheet. s~ecifi~=:ion. etc. Be sure to enc lose. t..~e ~:,:;;: u-:, l :.st -,.·hen vo su~it the revised -:-:.:.--:s~, ,..-e, C5 J A.~y questions ·on electrical corrections please contact the pla.-i checker sho.,.-n abo.,.e a': Esgil Corporation at (~19) 560-1468. Thank you, · ~- -09/0r.i92 v. ESGlL CORPORATION 9320 CHESAPEAKE.DR., SUlT.E 208 SAN DIEGO, CA 92123 (619) 560-1468 DJI.TE: .2-17-.94-LJ API'~l:t-",w.,,..i....__ RISDICTI0N JURISDICTI0N: __ C._l_1 __ vJ-+---O~r __ 0._4~R.._l_S_B=-14--:.-=-:D ___ _ ·PLAN CHECKER OFILE COPY QUPS QDESIGNER ?LAN CHECK NO: 94--14-G, SET: _J_ PROJECT ADDRESS: / 9 (p 5 /<-(ELL.O<:,G rr!!t? PROJECT NAME: C>Prt ~~ / H 11-N~Fl4c -rt,A...rz, /JG . . ~ore:. R: s 6~ W 3/ The plans transmitted herewith have been corrected where D necessary and substantially comply with the jurisdiction's building codes. D D 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 ch~ck list·transmitted herewitb is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the chec_k 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: /c-G:.N . ·SH t Tl-/ .. 455 IA) • f3JeJ40l &.'1 Jg] Esgil staff did not advise.the applicant contact person that plan check has been complete~. · O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Da~e ~ontacted: Telephone i --------,-.-------'------rs. REMARKS: fLe'fJ-5ft s er? {Z.et/t 3. 1FD V fJ-Lv<..¥t tl O tJ , By: IJ-t3E-DOL/r£/JTIF Enclosures: ESGIL CORPORATION J;81GA -f:ItM -----------:Z -1 o -'1lf 0PC · 1 • PLAN dlEcK NO. ____ Cf..;.._t.{'---"-1_4-G,_-________ -"-_ JURISDICTION: OlT:1 0,4-/Zl.5 BAD ro: ____ -!C_E~;J....__s_t-1----'IT~H-----_____ _ 4-'?S t,{). Be..fr.DL~lj _EL CA-. 92020 . ~ OCCOPANCY: ___ !5.~----~_ . .,.._ __ ·H-___ .·_:_,_· ___ _ I BUILDING USE: orFt C'= / H PrNvJ7'rf'C:ru. R 11-J&J TYPE OF COHS'IRUCTION: ___ v' __ -_1/ _______ _ ACl'IIAL ARFA: Of Ft CG / '3 7 Z l ~, D -Z I ALLOilABLE ARFA: ______________ _ SIORD:S: ____ ,j__-=-----------,--- BEIGHI: ________________ _ SPRIBltL!RS: __ __,,.,~_G_.,. -~----,-------- . OCCUP.A.ln' LOAD: . . . --....-.. ·-.....--------------. , ~:_.;...;l ,__:.7...;;Z;.._·=/ =I /lb==---____ I L/,,....;._ __ ~--(,~ =--·. g Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: ,2,.1/ Io/ 91./-• Date initial plan check completed: .z./1?/9¼y: MG DOLi G/J Te Applicant contact person: Ki? A) S" /'1 [ 1 /-I- /{;:,[CJ.) AA/I -21gz_ Tel.__,_(_'------'-'-~~-.;.._ __________ _ - Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various s_tate _agencies authorized,. to p~opos~ . building regulations for. enforcement at tne' local level. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed. i.e., plan sheet, specification, etc. Be . sure to enclose the marked up list when you submit the revised plans. List No. 22, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1991 UBC) ·( JURISDICTION Q,.q /f:.l ~ B 14-D ---------------- PLAN CHECK NO. q4 -I 4-C, DATE Z~ I 7 -9'-f BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF CONSTRUCTIOtl/ALLOWABLE AREA ANI\T,YSlS Building Designation Type Construct.ion Shown Number of Stories and Height Basic Allowable Area . Increases For Multi-Stories For Yards Feet On Sides For Sprinklers Total Allowable Area Actual Area Total '• . Area Separation Walls Yes No Yes No Yes No Yes No Yes No Over Area Yes No Yes No Yes No Yes No Yes No \)Yer Height Yb No Yes No Yes No Yes No Yes No ,.. ..... ovei;-.stories Yes · No Yes No Yes No Yes No Yes No 13uilding Use !Occupant Load !Occupancy ', ' 0S987 A. 0 0 Please make all corrections on the origir.al tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. B. GERERAL l i- 0 0 0 0 .·I~ Provide the site address and a vi~inity sketch on the Title Sheet. · Provide the names, addresses and. telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the california licensed architect or engineer responsible for the plan preparation. Please include the california license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is -not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Build:i,ng Code Data Legend on the Title Sheet. 'Include the following code info~tion for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories __ . Height ·· Floor Area Justification to exceed allowable area in Table 5-C. · (if ap~licable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note with the building data legend stating that yards· used for area increases shall be permanently maiptained. I Z. '·--rH-l~ { s ft-f?oS'>1 BLG /).I} '-l--I~~ ro C~HPL<::J_ 0 0 c. ¥· 0 0· e r· fs· Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed i~ UBC Tables 9-A and 9-B. ~-'f3 (?U)t.c../ Specify the uses of all rooms or areas. SI'IE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site .plan. p .' Show and dimension· on the· site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. a Show on the site plan, or provide the grading V' plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. · Show dimensioned parking layout including any required disabled access spaces. Show the location · of any designated flood plains, open space easements, or other development restricted areas on the site plan. H--c:ic..c.u..?rrl.JC?'1 I :IF-~o PlAth [µ/1H-CH-ICI-PT~ te.. 9 0/=-7 tlf"5 u f3C,,. S~{? 'fr/-s;. 0 c.-opJ?G'c.,,,y1 oN 1TeHS :zqo -n+-/Z"L, 12-Cf ~ 0/J f'J1--6,e;-/7 Or T;-ft S C-{--/-eLJ<:..-Ltif 8/4/92 2 D. 3P· /2. When two or mor·e buildings are on the same property, the build fags shall have an assumed property line between them for the purpose of determining the required wall and ope11ing protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. When a new building is to be· erected on the same property as an existing building, the location of the assumed property line with relation to the existing -building shall be such that. the exterior ;;all and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than feet to a property line or an assumed property line, shall be fire-rated construction. Section __ 03. -- Exterior walls shall have a 30 inch parapet when less than ______ feet to _a property line or an assumed property line. The uppermost 1811 of such parapets shall be noncombustible. (see exceptions, Section 1710.) The exterior wall shall have protected openings (3/4 hour) when closer than -=----- feet to a property line or an assumed property line. Section _____ 03. The exterior walls shall have no openings when clo·ser than -,----feet to a property line or an assumed property line. Openings include windows:, doors·, scuppers, vents, etc. Section,..__ ___ 03. Eaves over required windows shall.be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction.- Section 1711. · Projections may not extend more than 12 inches into areas where openings are · not allowed. Section 504(b). i l 4, 5/26/92 +· 0 Projections over public property must comply with Chapter 45. Projections may not extend more than one- third the distance to the property line from an assumed vertical plane located where fire- resistive protection of openings is first required. Section 504 (b). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered·pedestrian walk-way must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (m). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall:, or as required for the structural frame for the type of construction:, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. . . Table 5-A, Section _:_;__03. · When a building has more than one occupancy:, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). s ~ f3GU:>W As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. 3 , ' f5, Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 430511• Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire r,esistivity will be maintained at floors and roofs. Section 1706. Fire-resistive exteriot wall construction shall be maintained through attic areas. Section 4304 (c). Detail col.umn.-. fi:;-e pro:!:ection ano.· specify column impact. protection· .. in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structuriil members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and° slabs to provide ..,..,,....,,.-_-hour fire-resis-tive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at __ fire-rated floors, ....,,-,--___ £ i r e r a t e d columns, -,--,-----fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary.· Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly. ratings. Section 302 (d). Dm!RIOR WALL AND C!lIJlC FIXISII Foam plastics shall not 'be used as interior finish except as provided in S~ction 1713. -· When walls and ·ceiling are required to be fire-resistive or noncombustible, the finish material shall be appiied directly against such fire-resistive or noncombustible· construction or to furring strips not exceeding 1-3/4 inches. The furred ·space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. 8/4/92. 0 86. 87. 88. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes (except Class I) less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish schedule, ''Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B. 11 ~ wlfE;,V CDR-fi?..::. OCCUPANCY SEPARATION I ,€HS / l .:;; I z... frl?.~ 1:/Q/J~ A -hour occupancy separation is required between __ ,,,..,,occupancy and the __ _ occupancy. Table 5-B, Section 503(d). (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a). Provide --,-___,-hour fire-resistive door assemblies in the ___ -hour occupancy separation. Section 503 (c). A B-1 occupancy in the basement or first story of a building housing a Group B, Division 2 or Group A, Division 3 occupancy may be classed as a. separate. building; . The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. b. c. d. B-1 is Type I construction. B-1 is separated from the uses above by a three-hour occupancy separation. B-1 is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). The maximum building height does not exceed the limits in Table 5-D for the least type of construction. 6 96. 97. 98. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The "alls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c). Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). No openings are allowed in a four-hour fire- resistive occupancy separation "all.. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). Openings in a two-hour fire-resistive separation shall be protected by a one and one-half-hour assembly. Section 503 (c). Openings in a one-hour fire-resistive separation shall be protected by a one-hour assembly. Section 503 (c). Steel electrical outlet boxes at occt1pancy separation walls, shall not exceed sixteen square inches, shall not exceed one hundred square inches per one hundred square feet of wall, and shall be separated by a horizontal distance of· twenty-four inches when. on ppposite sides of a wall. Section 4304 (f). 99. · Ducts penetrating .occupancy separation walls must have fire dampers. Section 4306 (j). Usable space. under the first story shall be enclosed and shall be separated from the non- usable space as required for · one-hour fire- resistive c.onstruction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 17Q3. ® 8/4/92 :\;;) ~3. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (c). In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). Basements require two exits. (a). Section 3303 1i4 In areas where the occupant load exceeds __ , { • two exits are required. See Table 33-A. ~ Rooms with more than 10 occupants may have~ ~ exit through~ adjoining room. Revise exits to comply. Section 3303(e). ~Exits should have a minimum separation of one-~ half the maximum overall diagonal dimension of the building or.area served. Section 3303 (c). r,:::\ The maximum number of required exits and their ~ required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 4411 and the yard must be unobstructed and lead to a public way. Sections 3311 (b), 330l(b). Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from ~e ~it _court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). The total width of exits in inches shall not be less than the total occupant load served by an exit multiplied by 0.3 for stairways and 0.2 for other exits. Section 3303 (b). 7 ., •' fs. No point in the building shall be more than 1501 '(2001 if sprinklered) from an exterior exit, horizontal exit, enclosed -stairway o_r exit passageway, measured along the path of travel. This may be increased a maximum of 1001 when the increased travel distance is the last portion of the travel distance and is entirely within a 1-hour corridor. Section 3303 (d). 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). Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area-. Section 3304 (b). See doors ______ _ Note on the plans: "All exits are to be openable from inside without the us.e of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). 1~6. Exit doors from Group A,E,H-l,H-2,H-3 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 33. (";;:;\ All doors.and gates, within the exit path from ~ Group !.,E,H l,ll-2,H-3 Md--T occupancies to a public way, shall not be provided with latches or locks · unless they are equipped with panic hardware. Section 3301 (b). ~ When additional doors are provided for egress CJ purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). lf9-Exit doors shoulii ·.be a minimum size of 3 feet by 6 feet 8 inches.·.· Maximum leaf width is 4 . feet. Section 3304 (f) anc1_ .(g) •. Regardless of occupant load~ a floor or landing not more than 1 inch ·(1/2-inch if clisabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). . . f'tzaF,q-5 · HG 'f"rl:L-~ T A-112-..s 8/4/92 Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). 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 (h). Ramps not required to comply with disabled access requirements shall not be steeper than 1 : 8 . Ramps steeper than 1: 15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. (See Title 24 where Disabled Access is required) G Sl:AIRWAYS 5 g;;_ f->(r,L-DVIJ 116. Stairway width must be at least 44 inches when r-.. serving so or more occupants; 36 inches when less than SO. Section 3306 (b). Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 ( o). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b~. Enclosed·. usable-space . under interior or; .. exterior stairways should be protected on the· enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 1611 o.c. nailers. Section 3306 (1), (m). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). 8 ... :- ..:: ... C:ORRDX>RS Corridors and exterior exit balconies serving 50 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. A minimum width of 36 inches may be used if the occupant load is 49 or less. Section 3305 (b). 1J6. When a corridor or exterior exit balcony is I accessible to the handicapped, changes in · elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls an.d cei_l ingi;; of one-hour construction. Show compliance ~r clearly show on plans which of the following exceptions has been satisfied: a. b'. c. d. Corridors .greater than 30 feet wide-when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with ah automatic sprinkler . sys.tem throughout and smoke detectors are installed within the corridor in accordance with their listing. Within office spaces occupied by a single · tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Exit corrido:rs shall not be interrupted by intervening rooms. ·Foye;rs, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). · One-hour fire-rated corridors·· ·shall have interio.r 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 430.6 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sid~s and top. Section 3305 (h). 8/4/92 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 glazing listed and labeled for a fire-protection rating of at least 3/4- hour. Section 3305 (h). 1q1. Protection of openings in the inner walls of .exterior exit balconies is not required only when it is possible for occupants to exit in two directions. N. 0 Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/ draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305 (j). Duct penetrations of fire-rated corridor ceilings shall have fire dampers per Section 4306 (j). Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Fire rated corridors are not to be used to convey. air to or ... from .. rooms. UMC Section 1002. Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). When. two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. EKIT SIGNS Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). r,';;\ Show two sources of power for the lamps at '-:J exit signs. Section 3314(d). 10 ~ Show that exits are lighted with at least one '-::.J foot candle at floor level. Section 3313 (a). 1f3. Shc;,w separate sources of power for exit illumination. (Occupant load exceeds 99) Section 3313 (b). 164. The exit adequate. sign locations as sho .. -n are not o. ELEVATORS .is .. Elevators shall be enclosed in a one-hour I shaft except in Type I and Type II F .R. construction where the elevator sha'll be in a two hour shaft. Section 1706. f8- 1(9. 1fo. 17f- :. .~·; . Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply with Section l807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as requ~red by Section 5103(b). Revise the number of elevator.' cars per hoistway enclosure to comply with Section 5l03(a). Provide clear inside elevator · car dimensions as required by Title 24: a. In high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums: 8011 by 5411, witll a 42-inch side slide door. b. Elevator . in buildings more than two stories or build;ngs where disabled access is required to . 'upper level ( s) : 6811 by 5411 , · with a minimum clear . door width of 3611 • .. • · c. Elevators other than in -(b) above serving less than 50 occupants. shall have a mini,mum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. · 8/4/92 Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from t.~e car side. Section 5106. P, GLASS AND GLAZING ,t4. Specify on the window schedule the glass type 7' and thickness to show compliance with Table 54-A and B. f::;\ Show safety glazing in the following '-:J locations, per Section 5406(d): )9. fso. l,l. ~2. 1i3. a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-011 or higher above the walking surface). b, Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor . ( unless the glazing is more than 3611 horizontally away from walking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). ROOF A Class 32-A. roof covering is required. Table Specify roof slope. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___ _ Specify roof · material and application. Chapter 32. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC, e.g., tile, etc. Specify minimum l/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. ll B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. Plastic skylights shall not be .. installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7_. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing • .2,l./,0/ Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or otl?.er recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). Show location of attic access with a minimum size of 2211x3011, unless the maximum vertical headroom height in the attic is less than 3011 • Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 3011 headroom clearanc~ is required above the opening. Section 3205(a). R. FIRE EX:O.IGJISBJ:M; 111. Fire sprinklers are required for any story or ( baseme11t wh~ the floor area exceeds 1,500 sq •. . ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or. fraction thereof of exterior wali Qn_at .least one side, or when·openings are proyided on only one side and the opposite side is 1119re than 75 feet away. Section 3802 (b). ·. : Fire sprinklers are required .in a basement if any portion of a basement is more than 7 5 feet from openings in an exterior wall. Section 3802 (b). 8/4/92 Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 {b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). Provide fire sprinklers _________ _ See also Section 506, 507, 508 or 3802. jurisdiction ordinance. ~ Note on the plans: "When serving more than ~ 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. 1f. Provide class ___ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3805. Provide a copy of the project soil report prepared by a california licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). 12 f::::\ Provide a letter from the sc;>ils engineer V confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. ~ e1111i1 ,, 115 ll1e S11il 1ep111'- The foundation plan does not comply with the following soil report recommendation(s) for this project _______________ _ 2p4. Provide notes on the foundation plan listing th.e soils report recommen·dations for foundation slab and building pad preparation. C":;\ The soils engineer recommend~d that he/she ~ review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1.. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3, The foundation excavations comply with the intent of the soils report11 • Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. ?p7. Show height of all foundation walls. Chapter 23. 2i8 Show height of retained earth on all (. foundation walls. Chapter 23. 2ol'9. Show distance from· foundation to edge of cut T or fill slopes and show slope and heights of ~uts and fills. Chapter 29, , . 2/ 0~. Npi;e on the plans that wood shall be 6 inches above finish grade. Section 2907(a). . 2/1. Note on plans that ~urface water will drain away from building · and show drainage pattern and key elevatjons. Section 2905 (f). ~2. Dimension foundations p·er Iabl.e 29-A. Floors Thickness of Supported,'.( Stemwall Width Depth Footing 1 611 1211 -U11 611 ' 2 811 1511 1811 71! 3 1011 1811 2411 811 *Foundations may support a roof in addition to the floors. Where only a roof is supported, u·se foundation for·one floor. 8/4/92 - For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent.11 Provide elevations on the site plan to show compliance. Section 2907 (d) 5. 2f-4· Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (f). Specify size, ICBD number and manufacturer of power driven pins and expansion anchors. Show edge, end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 302(d). Note on the plans that hold down anchors must be tied in place prior to foundation inspection. 2J9. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). po. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). T. Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and depth into Table 29-A. Show minimum under floor access of 18 inches by 24 inches.-Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties, U9 wire in horizontal joints, etc. 2/6. Show height and construction details of all concrete and masonry walls. Chapter 24. 13 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in-wood ledgers is not permitted. Section 2310. Provide de-tails for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1708 (d). Show a minimum 211 air space and flashing between planter and building walls. Section 2516 (c) 7 •·• U. FRAMING ~ On the cover sheet of . the plans, specify any '-:J· items requi'i-ing special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR IO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESIRESSED STEEL FIELD WELDING HIGH.STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROQFING. PILES/ CAISSONS'· DESIGNER-SPECIFIED REQ. IF REMARKS CHECKED ( / v I i7 Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2405(c). 8/5/92 In seismic zones 3 or 4, if a structure is defined in Table 23-K as Occupancy Category I, II or III, note on the plans that "Structural observation by the engineer/architect shall be performed. A statement in writing shall be given to the building official, stating that the site visits have been made and whet.~er or not any observed deficiencies have been corrected to conform to t.~e approved plans and specifications". Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h). Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d1 5 •.. · Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 5. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)6. Show 1/211 minunum clearance between top plate of interior partitions and bottom chord of trusses. (Io ensure loading will be as designed). 14 W. TITLE 24 DISABLED ACCESS ~ Provide note and details on the plans to show ~ compliance with the enclosed Disabled Access Check List. Disabled access requirements may be more restrictive than the UBC. X. fflERGY CX>HSERVATIOH 284. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. · 285. Provide electricc1l plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 286. Incorporate in the plans or specifications the attcl.ched "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requireµients11 • Y. ADDITIONAL ~ Please see additional corrections, or remarks, ~ on the following page. . ~ To speed up the recheck process, note on this CJ list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. (;;;;'). Please indicate here if any · changes have been 'J made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. ___ Y.es ___ .No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 20~, San Diego,_ California . 92123; telephone number of 6i9/560-1468·,-·ta perform·the. plan check for your project. If you have.any quest~ons regarding these · plan check items, · · , .. please contact · · · · f}-{5€ J;)Ol,I e!J Te-- at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. 8/5/92 A complete descripticn of the activities ,md processes that will occur in tl;is ~enant spa~e should be provided. A listing of ad hazardous materials should be included. The materials listing sho-..ild be stated in a forr.i that would make classification in Tables 9-A and 9-B ~ossible. The building official ~ay require ~ technical report to identify . and develop methods of protection from hazaraous materials. Section 901(£). If control areas a.=e used for exceeding the ·exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occ~'Pancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the nur:iber of control areas in buildings with other uses shalI not exceed four. Footnote 1, Tables 9-A and 9-B. 9 The aggregate quantity of any hazardous materials "in use" and 11in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for 11storage11 • Footnotes 2 and 3, Tables 9-A and 9-B. .!2-i4--, T!fe-'De7A-I L-S , PUJZ.t....tN5 ( z;>C G @-Q.q,....l'c:?ci --~-------~------------~ ~e.., ,He-Io Fe-sfrr-AJ Gre10 L11vtTS D ©fl.) T;>r;;7M-!L X-,X.., -lfJ-MBS C4 17 C8 ct 4:--14-b-L 2-17-9'-/ .2.q "i ·' 5/hw c2..-# (t' R-e; /J f'1J ec t:11.-f /£7uf ~ tv rtU 4-tf:3 TIO-.J. P,-7" Pt?7/ff L 1/s t 8' 14-s cA-U.J~D OtA--T C>/J g tfE7cT 5"/ op rile e-t+t-cs I 30-0, '5 /::hJ l<J :z,z 'L r Jr 3 ::,7;) x. Cz rD G) CY!., {~ f( C> ,C-. FGc>o/2,_ Jo1.s-rs Fo~ 7_"/fo: S tD!Z-/4-Gt?, . ... .TIJRlSDICTIOH: C A:RL$BA::D. PI.AH CHECK NUMBER: 9 4-l 4 b PLAH CHECKER: CHUCK !1ENDENPJJ.L / / / Suor.iit complete electrical -plans reflecting t.'le full e>:tent of work to be perfo::::ied, including but not limited to the following as applicable. Subi:iit cor.;plete service a.--id feeder one- line diagram. NEC 215-5. Show t.'le Available Fault Current (Isc) from the Utility Co. and. at_ equipment where the Isc exceeds 10,000 a1T1ps, J/. Show the ampere· foterrupt':i.ng capacity / (AIC) ratings of service and subservice PAGE: l , I SET:_----"I"--_ DATE: 2 / l7 / 94- Show location of Service(s). NEC 110-16, 230-2. Specify dimensions of equipment rated 1200 amps or ~ore. HEC 110-16(c). Provide the reouired access and entrance to working space for equipment rated 1200 amps or more and o\·er 6 feet .,dde. NEC 110-16(c). Show location of all panels, load centers, s~itchboards, a.~d transformers. NEC 110-16, 240-24, 300-21. equipoent. NEC 110-9, 230-65. ,/. r':\ Provide the required working space about ~ Show the method used to limit fault • eleetrical equipment. NEC 110-16. currents to 10,000 amps on branch ft/ c~rcuits. Show !use letters if used. · ,I°· Submit complete panel schedule(s). _!i.e., J~; A3T, LPN). ,1.,.L''' r::.,~E.S 5,r¼cuJIJ r-t"<,O\/\'OE II.\~. SPE:.e.. Folt. ~ N ,..., LU.>~ . Provide overcurrent protection on t.1-ie /· Show fuse/breaker siz.e(s). HEC 240-6. OtJ Sl~U:i -secondary side of transformers. HEC 240- . ~ Show each building disconnecting means. / 21 Ex.' 384-16( d) • /'" NEC 230-84. • Provide required transformer ventilation. NEC 450-9. JI. Show conduit an<i wire sizes. /';. Specify wire type (AL or CU) and / -insulation (i.e. THWN). HEC AR:r 310. 7· Show the approximate length of feeders. " y/_-Show the grounding system required for / 0 each building, structure, or service. NEC 250-24, 80(a), 8l(c). :If. Show the 11nearest electrode" used for / --each transformer secondary ground system (Le.,.bldg. steel, cold water pipe). NEC 2so,-26(c). it/. Show the grounding electrode conductor /-size and wire type (AL/CU). NEC 250-94. -/ Submit load calculations. . Include long continuous loads . (LCL) and largest motor loads. HEC ARI 220. ., ,L Show/Identify new loads proposed for the /. existing equipment. · . ~ Indicate main service size /. load. · if Specify wiring methods (i.e., /. · Conduit) • and total EMT, Metal .£. Provide receptacle(s) within 25 feet _of /'--HVAC equipment. llMC 509. ,y/_ Provide the required 20 amp 1200 VA sign /'"" · circuit(s) and receptacle(s). NEC 600- 6(b)(c). u/.. Provide "uniform" pattern lighting within /--sight of multiple switch lighting controls. CAC Title 24, 5319. /· When two or more exits are required, show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second power. source (battery o~ generator). h'EC 700- 16/UBC 3314. ~ In all occupancies where the exit system /--s ... rves 100 or more occupants, provide a m:i r.:imum of l footcandle emergency ilhu,ination at the floor level and spey5:y a second power source (battery or generator). NEC 700-16/UBC 3313. ~To speed UP the recheck process, note on \::::J this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when vou V submit the revised plans. on 2nd .floor: l~M~ ~la)'\~. Any questions on electrical corrections please contact the plan checker shown above at Esgil Corporation at (?19) 560-1468. Thank you. ,::.~ 09/04/92 MECHANICAL., PIDmn«;., DtERGY PLAN CORRECIIOK SBEEI JURISDicrIOH:. ___ C.-=--,4--~_'-_.S_.(j.__A_.J:tJ ___ _ DA:IE:_--=:t~)___;,_~ /__,;_cp._.s __ lij GI.EK ADAMEK PLAN CBEClCER: D 9'! -/-'-lb .r D----- A P1..A,uc;. S1-1a~, SH,/JP/NC lo~ , .1 He;,7' t,...)Ax{/o~) "" . . ., r I') ,;. "' a A '?Io A.) _ c:'· e. ~ l{J '° (., ($ /-1 AAJ u -,.:::-A C. -r v.. x,·/ ;,.1 ~ (110) ,! Pot.. 1-:.;,,11~,<:-· .(111 ), ~/?t:145 A~~. -#a-;,:; 7/t: .o A;..;·l"'l .: /?tS": -rJt?oo,,._, .. lo 3 I a e.,t /4-NJC> /O~ A~t.5. /,uK)/~CJ'e. r C!..ol(J ~~:,-I bR.J (1 i-, I ,, -- ,. 13 C t.al4~t.; Y S1-1or....J tJ' 6°.-J 'T'u. A 7" /D-0 Q ,-:::-CA)J,0~6 S 7"ortAC:if /02 . '.2,0.~Al!Jl"'l Po,~ • I I ... (! .. , .. -.5-h'..o.l.A...J. /?aQ~irt.e.ri:::, VaA.J"tf'-AT/olA...) a tC' A~c... #·oCeo«:~ _/.?6,-t {! ~At<J ~t£',t. 9 AN~ -,,4,1.i.r~ .. .A-_s u~c -hl1ef t'! o .o ;r . --.... -... . .-- t:) -LJ . 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CP ~ .... -~--~-·--·~"'-~-~,~~-,-----------------·-· ···--· ----- TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction 0..f't(C.l.s, Bfl-D ----'--'----'----------- Plan Check No. C/<.,£ -I ~f::;, -------------- References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 11311 is for Part 3 (California Electrical Code). PrefLx 11511 is for Part 5 (California Plumbing Code). Exemptions cla:iJned for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 8 HANDICAPPED PARKING SPA~ES .. a. Provide ~ handicai:iped spaces. ,, • 1 2-7102(b) 5/:h-W OIL.} '>t'tg-ft.r-rrv b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) c. P.µ-king space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/411 per foot. 2-7102(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or · wall, and ~ duplicated on parking surface (symbol to be 3611x3611 and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking · area ( or · at each stall) shall haye a sign stating that wiauthorized vehicle(s) parking in hand~capped space(s) may be subject to tow-away. 2-7102(£) . g. If covered parking is provided, then a reasonable portion of the total num~r of stalls reserved for the disabled shall also be covered. 2-7102{a) • ... h. Entrances to and vertical clearances within accessible levels of parking structures shall· be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102{g) . 0 CURB RAMPS a. Curb ramps shall be lo!!2ted wherever pedestrian path crosses curb.' (2- 7103(a)) b. Curb ramp shall be 4811 min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) -. c. A level 4811 min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed l in 12. 2-7103(d) e. Surface is to be slip resistant and a from adjacent contrasting finish sidewalk. 2-7103{f) f. Border markings shall be 1211 wide of l/411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103(h) 0 WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall iJ1corporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-332S(b) ·allowed whenever f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-332S(e) g. A 451ix4411 deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-3325(e) 0 PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be coi:isidered a ramp. 2-3307(a) b. Toe maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 mi.nllDUID. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) , . /· d. The surface of ramps shall be slip- resistant. 2--3307(g) e. A 6011 intermediate landing is required at maximum elevation change of 3011 and 7211 la."lding at each change of direction {over 30 degrees). 2-3307(d.l) f. Landings are required at top a."ld bottom of ramps. 2-3307(d.1) g. Bottom landing shall be minimum of 7211 in the direction of travel. Fig. 2-33- llA h. Top landing shail be 6011 x 6011 minimum. 2-3307(d.l) i. When · door swings onto top landing, minimum depth of landing required is door width plus 4211• 2-3307{d.l.) j.. Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds l in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.l) n. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required· on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-33~7_(h.l) . _ .. SPECIAL ACCESS LIFIS · a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of califomia, Department of Industrial Relations, Division of Occupational Safety and Health. 2-Sl07{a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107(a) c. There shall be a level and clear floor area or landing {6011x6011 ) at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326(b) J b. Headroom of maintained for etc. 2-522(f) 80'.-minimum shall be walks, corridors, aisles, c. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522-(f) d. Free standing objects mounted on posts between 27 11 and 80" above the floor may project a maximum of 1211 • 2-522-(f) e. Abrupt changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high .. ·arning curbs above walk surface. 2-3326(a) ENIRAHCES AND CIRCULATION 0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS ..... a. All primary entrances to buildings shall be accessible to the handicapped. 2-330l{f) b. All required passage doors shall have 3211 clear opening at 90 degrees (3611 door~. 2-3304(£) c. At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. 2-3304{f) d. Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/411 • 3304(i.l) e. Exterior level landing may slope up to 1/411 per. foot in any direction for surface drainage. 2-413 f. Door hardware shall be :of the lever or push type, mounted 3011 to 44" above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2-· 3304{i.2) g. The lower 1011 of the door shall be of smooth, plane.surface {no recess or trap) except at automatic and sliding doors. 2-3304(i.3) h. Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) . i. At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of · turnstile. 2-3304(i.4) j •. There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304(i.l) f /· k. Width of clear area on the swing side of the door shall extend 2411 .past strike jamb for exterior doors arid 1811 past strike jamb for interior doors. 2-3304(i.l) 1. The space between two consecutive doors (vestibule) shall provide a minimum of 4811 clear ·depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in t..1'1e same direction, or away-from the space between them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, ors pecial access lifts. 2-522(e) STAIRWAYS HO'.l:E: Only applies 'Where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. R:isers shall be sufficiently solid. 2-3306(s) d. · The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 211 in width. 2.-3306(r) e. On exterior stairs,· each tread shall be marked as noted above. 2-3306(r) f. Handrails are ·required on each side of stairway. 2-3306 g. Handrails shall be located · 3011 to 34is above nosing,extend 1211 beyond top riser and 1211 plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j .1). h. Handrails shall be 1-1/4" to 211 in gripping cross section and 1-1/211 clear of wall. 2-3306(j:1) · i. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic nucerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing llJ!llediately adjacent to the door on the stri~e side. Signs shall comply wit.~ requirements of U.B.C. Standard No. 33-2. ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). 1. At least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 54", with a minimum clear door width of 3611 • 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons· and door jambs. 2-5103(d.l) re. f-rU ro,t__ e ~ SAHr.tARY FACII.llIES N UST OJ 1-f Pu.; ®TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511._l{a)) b. Doorways shall have 3211 minimum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 4411 clear depth in opposite direction of door swing. 2-511.l(a) ®MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 6011 diameter x 2711 high -or clear space 5611 x 6311 x 2711 ® {c--fFPe--f2-tF/J~ T~ C)&Tr9-tLs high. 2-511.l(a) 11 FLoDf:-PL!Hv> OtJ '> f-1-e:eT n-_5 Tv (!)/v S!ff;et 14--II• b. Doors {other than handicap compartment) are not to encroach more than 1211 into above mentioned clear space. 2-511.l{a) c. Provide a 2811 clear space between water closet and fixture or 3211 clear space between water closet and wall. 2-511.l(a) d. A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 6011 clear the toilet e. Water closet compartment door to.provide 3211 clear width for end entry and 3411 cleax: width for side entry. Door to be self-closing. 2-511.l(a) SINGLE ACCOMMODATION TOILEI FACILITIES a. Water closet shall be located 2811 from a fixture or 3211 from a wali. 2-511.l(a) · b. Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) c. In an existing building, c,. single accommodatio~ toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) if. GRAB BARS AT WATER CLOSET a. One at side 4211 long extending 2411 in front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be as high as 3611 • 2-511.l(a) b. Bars shall be 1-1/411 to 1-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l(a) -c. ·:sar fasteners and mounting support shall be able to withstahd 250 lbs./ft. in bending, shear and tension. 2-511.;t(a) 'r ·, WATER CLOSET a. Height of water closet seat.shall be 17 11 to 1911 above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or ~twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the flo9r. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 t· URINALS a. Where urinals are provided, the rim of at least one shall project 1411 from the wall a.-,d be located 17 11 maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) c. Provide 3011 x 4811 forward approach. clear floor space for 2-511.l(b) LAVATORIES a. Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide ciear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 1711 deep at bottom from front of lavatory (toe space). Toe maximum counter surface height should be 3411 • 5-1504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves shall remain open for seconds. 5-1504(c) TOILEI ROOM ACE:ESSORIES are used, they at least 10 a. Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) .. b. Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l{b) c. Operating parts of · dispensing and disposal fixtures (towels, waste, coin slots, etc;.) shall be within 4011 of floor. 2-511.l(b) SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) -----"'--~--...... __, _____ ............ _______ ,.,. __ ~----------... ·----~·-------...... ~ BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment sl)all be 4211 wide.,. 4811 deep, with a 3611 wide entrance. 2-511.l(a) c. Show on the plans t.riat t.~e handicapped bathing facilities shall conform to requirements cf Sec. 2-5lla-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. -·· GENFlW, ~ D_RINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) b. When the enforcing. agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain -may project into the path of travel, and the path of travel shall be identifiable to the blind. as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The ml.IUllJUIJl textured area shall extend from the wall supporting the water fountain to l foot beyond the front edge of the water fountain and shall extend l foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of. the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there sha~l be a. min:iJDum of 32 inches .clear betwe~· the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-Sllc and 5-1507· •. ®PUBLIC :rE[.EPHONE ·sF Pf!..oVtPflD a. Provide space 3011 x 4811 for forward or parallel approach to telephone. 2-511.l(d) . b. Note on the plans that public telephone shall conform to requirements of Sec .• 2~s11.1(d). 0 ELECTRICAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets ·shall be installed not less than 1211 above floor. 3-210-SO(e) · b. Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-S(c) 2l. PLUMBING REQUIRDIENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand a.~d shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self~ closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A ocaJP ANCY KEQUIKEMEluS AUDIIORIUP.S, ASSEMBLY HALLS, TrlEAIRES, ETC. / a. Seating and toilet facilities handicapped shall be accessible main lobby or primary entrance. 2-6ll(b) for the from the b. This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(b) c. Each wheelchair space shall be 6011 x 3011 and level. 2-6ll{b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(b) e. This structure requires _______ _ seats for semi-ambulant persons. Clear leg space shall be at least 2411 • 2-6ll{b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-61l(b) ~1.· S'.CADIµMS, GRANDSIANDS, BLEACHERS, PAVILIONS, r GYMNASIUMS a. This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) . b, When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location~ 2-61l(c) c. Ticket booths must be accessible from both sides. 2-61l(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) ..,, .. , Jurisdiction G-14/ZlS!?R-.P Date,~9 '/ Prepared by, Ft-f:x,Z-VALUATION AND PLAN CHECK FEE o Bldg. Dept. O Esgil PLAN CHECK NO. Cflf-/4(,, BU lLDING ADDRESS _____ l_'J'-{,_..5 _ __,_/<._..;;;.~_l....,..'-_o_G_C:, _ __,_/1'1.f-"--_& ________ _ APPLICANT/CONTACT /c,e,µ 9H t 7ff PHONE NO. -------- 3UILDING OCCUPANCY -----...-------DESIGNER PHONE ------ T 'f PE O? CONSTBUC_TION //---Iv -~----CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER CJ FFtc-1? ( ~ 72-~.rnJ 7~ l')f~ H t+!v lLPr-1-c.-n<. /Z-1 ,.~ /2-l76t) :2./f. If[) I '?&R -?DO 1.,()/4-f:P-~u-Sld" 519Cf<j t...,'2-, tJ"t) ~7· 1, g I Air Conditionin£ .. Commercial • . .I?;77-@ 5 I q.,:::,-• LI-7 :::;·"2, .. -f -Residential ia .. . . Res. or Comm. .. I Fire S'Orinklers l €., o. 7 / @ l,&S--L~. g I 7 I I Total Value I S0c.r1 Cf If, Building Permit fee$ $ .Z, Z ?(/..,, S-0 --------------------'"-----+i-=--.;.__-- { q~'Z--ll-? Plan Check fee $ $ -'----------------------'---.___ ___ _ COM MEN TS._:----------------------------- SHEET __ OF __ 12/87 ·.r , \ .City of Carlsbad -. 1¥ih•iht441iei•l•l4•i¥hh,t4hi µ ~-,J BUILDING PLANCHECK CHECKLl~T fi,4 djdl DATE: Zf{)_~ PLANCHEqKNO. v/.J -9c-Lb , l Bu1w1NGADDREss: L£'£~ &~ ~e · PROJECT DESCRIPTIO:,_M.;~,.:.,.;;=~= AS_SESSOR's PARCEL NUMBER: o<!o2-tJ.~~ -// EST. VALUE -53& .3/.:S- ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been Please see the attached report of deficiencies approved. The approval is based on plans, marked with ~ Make necessary corrections _ to information and/or specifications provided in your plans . or specifications for compliance with submittal; therefore any changes to these items applicable codes and standards. Submit corrected after this date, including fi~ld modifications, must plans and/or specifications to this office for review. be reviewed by this office to insure continued /Vee cl 5 ,17t i> ? 3-3 ,/-};t?/,B-d :._ 1:-i, tT conformance with applicable codes. Please review ,A/.4.A I-. or-,-,~". w4-5re /&'-;,em, carefully all comments attached, as failure to ,.,.. cc~ .J-,,,," .v comply with in_structions in this report can result in ;,~l.'& /effi P-£:s..i Ii.~ suspension of permit to build. ~ · - 1stCHECK By:. _______ Date:. ___ .. By:;.d.,, ¥ Darn: ¾P~f? 2nd CHECK By:. _______ DaJe:, ___ ...___ By:~ _., Date: 3rd CHECK By:. _______ Date: ..... _· __ _ By:. _________ Date:. ___ _ ATTACHMENTS D Dedication Application . D Dedication Checklist · D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application 0-Right of Way Permit Application D S~wer Fee Information Sheet · .., CONTACT PERSON NAME: ___________________ _ ADDRESS:. _________________ _ PHONE: _____________ ,__ A-4 " P:\DOCS\CHKLS1\BP0001.FRM REV 12/17/93 2075 Las Palmas Dr.• Carlsbad, CA 92Q09-1576 • (619) 438-1161 • ,FAX (619) 438-0894 @ BUILDING PLANCHECK CHECKLIST SITE PLAN . . 1 stf/2ndv' 3rdv' · 0 D D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. . Easements / C. Existing Street Improvements F. Right-of-Way ~idth & Adjacent Streets ~ D 2. Show on site plan: · cep (l)e> µo-r P/l/!?N ~1AJ70 sn.&:r. {C>vm. /J/l,/ve/A..lh) rM_,A A. Drainage Patterns . C. Existing Topography /D 0 . V )" . Existing & Proposed Slopes . 0 [ 3. Show on a section drawing or include a note stating that there is a minimum ·01 611 D D difference between the finished floor and the finished grade elevation adjacent to the structure. 4. Include note: "Surface water to be directed away from the building foundation· at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less).11 [Per 1 ~ UBC 2907(d)5]. On graded sites; the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an· approved drainage device a minimum of 12 inches plus two percent'' (per 1990 UBC 2907(d)5.). 5. Include on title sheet A. . Site address · B .. _Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage.with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. · EXISTING PERMIT NUMBER DESCRIPTION P:\DOCS\CHKLS1\BP0001.FRM Page 1 of 4 REV 12/17 /93 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE J§Jv ~J 03rdJ a. JR )Q.,_ Project does not comply with the follo"lfn ~D D Project No. 3-t;.3 : Z :I. Date: _______ _ DEDICATION REQUIREMENTS 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030. Dedication required as follows: -----,--------------- Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by ____________ _ Date: ____ _ IMPROVEMENT REQUIREMENTS D D D 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction L___ ---- exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: ______________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: __________ _ Date: ___ _ P:\DOCS\CHKLS1\BP0001.FRM Page 2 of 4 REV 12/17 /93 < ~' 1 st./ 2nd./ 3rd./ DD D BUILDING PLANCHECK CHECKLIST 8b. Construction of the public improvements may be .deferred pursuant to code Section . 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ , . so we may prepare, the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. ,Future public improvements required as follows:. ___________ _ Improvement Plans signed by: _____________ _ Date: ---- D D D Sc. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. ,[if' D D .o D D (, D D D [!(" D D , FU1ure Improvement Agreement completed by:~------------ Date: __ ___._ ____________ _ 8d. No Public Improvements required. SPECIAL NOTE: . Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the dity Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS , The conditions that inyoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. · 9a. Inadequate information available on Site Plan to make a determination on grading requirements.-Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required.-A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading P!3rmit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:\DOCS\CHKLS1\BP0001.FRM Page 3 of 4 REV 12/17 /t3 . ... 1 stv' 2nd/ 3rdv' :k?ls(o MISCELLANEOUS PERMITS 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineerir:ig Department is required for the following:· · J) /'i~ 1 /yk :itfY'Vt<f «k.e Please complete attach~d Right-of-Way application form and return to the Engineering Department together with the· requirements on the attached Right-of-Way checklist, at the time of resubmittal. ' . . 11. A SEWER PEl=IMIT is required c~ncurrent with the building permit issuance. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. · Industrial waste permit accepted by: ___ -,--___ Date: ___ _ •·.· P:\DOCS\CHKLST\BP0001.FRM Page 4 of 4 REV 12/17 /93 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. ,)1(' · Calculation based on building plancheck plan submittal. Address: Jn.s-&lltt &t'. Bldg. Permit No.Cd ,?~d'/76 Prepared by.: /~ Date:~ Checked by: ~ . Date:1./15/q'-/ EDU CALCULATIONS: List types and square footages for all uses. ~ . . ~/!§!aJ Types of Use: d'--f-hc e Sq. Ft.: /37.:t, S-tetnltl DU's: • 7 h .--- . /J7r?.-/-2t ??. r ~ [-~~~ .2. sf-t-- wllsE:-3 9 1'1,? ,A(~~~ . /'P ·,_ . TotaJ EDU's:, __ J/..;..__, _/_~ __ _ A0T CALCULATIONS; List types and square footages for all uses. · lfl/2oADT' \ Types of Use: af6, e__ . Sq; Ft.: 137:; . .s-(l<X)C)ij ~DT's: Mr6-:-. . /,< ~/?~tf' (~~;). . Wff->c. 39p..·9Q<G'M?r\ ' t\a5o¢) TotaJ ADrs: __ ~f_f_c-__ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED )( YES O NO (See Building Department for amount) WITHIN CFD:)(ves (no bridge & thoroughfare fee, D NO • ~ ~-tt~ q 1 . reduced Traffic Impact Fee) . -*' tf/~36 959 . 1.PARK-IN-UEU FEE -PARK AREA:. ___ _ FEE/UNrT:,____ X NO. UNITS:___ =$ ~ ~ 2.TRAFFIC IMPACT FEE . ,,,, Ir~ / / ADrs: __ q~f~-X FEE/ADT: --"A~/ -=S rf: 0$? "" 13, BRIDGE ANO THOROUGHFARE FEE ;,rtfD ADrs: . ·. X FEE/ADT: __ _ B 4. FACILITIES MANAGEMENT FEE ZONE( _s-~ =$._=L~- ~·r?e-t-/4 9· . &>u:s: I(!; 71, 2 v x FEE/.m.rJ: 'fo d '"fJ 0 5. SEWER FEE , ~ . . PERMIT No.5~J.it_) v EDU's: ~ / X FEE/EDU: / 7 t, 7 t-/4ENEFIT AREA: ·~. 1 EDU's: ____ l FEE/EDU: 4 6. SEWER LATERAL ($2,500 DEPOSIT) -- :§1 7. WATER FEE / =$ =$~-- =$ d:3r EDU's: 4. I X FEWEDU: ef, ¥-oo =$· Zf?/1J ~ TOTAL oF AsovE FEES*: s...?6,37 I v"' •· .·' .• , ----~OTE~: This calculation sheet Is NOT a complete Ila, of all fees which may be du«\.. /4,;,,J fl}\09CS\MISFORMS\BP0001.fliM ,~ REV ~/23/93 r:;. Plan Check No. o/Lf ...:(%_ Planner G\ \:>scv\ (Name) PLANNING CHECKLISf Address l je:, 5 KrzJ\ 0 ~ Av-'<-- Phone 438-1161 ext. 4'-f 5 5" APN: --Z=--I __ Z __ -__ 0__._?_--Z.._-..,...·, _I _,_I ___________________ _ Type of Project and Use . . .I""J--.u~/-t r d,. f / VV' o--""v-.""t;..-zt' u,·\ I"..~ Zone P'VY\ . Facilities Management Zone __ 5;....____ .--/ ~out) # .1. .. crrcle (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend 1~:l ~\~I ~ ~ ~-. ; ~ ~ i i 'i .c .c .c u u u i i i Item Complete _., _., _.,, [2l o. Item Incomplete -Needs your action 0. 0. 0. 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified 6 D D · Environmental Review Required: YES _ NO _j_ TYPE __ _ DATE OF COMPLETION: Compliance with concUtions of approval? If not, state conditions which require action. Co_nditions of Approval -------------------"-----------,--- ~ Discretionmy Action Required: YES j NO ___ TYPE PIP ?3 -o 3 APPROVAL/RESO. NO. -. DATE: . --z_/ / 7 '-/ PROJECT NO. ·fip o/3 -0-7 ~) ~,ov-od--z.~ OTHER RELATED CASES:__, ____ ---------------,-------------- Compliance with conditions' of approval? If not, state. conditions which.require action . . ·. ~o~:23~~$;~ l~c'~7.t~~~-"~ <>~~~-S, f= ~-~ __ O\.c:..k -___ s· ,! r_.s.i;s _.·,!\ '('£__,(\ __ \;I -, D D California Coastal Commission Permit Required: YES _ NO ~ DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 9210'8-1725 (619) 521-8036 Compliapce with conditions of approval? If not; state conditions which require action. _Conditions of Approval ... ------------------------------- cJ O O Inclusionary Housing Fee required:. YES _ NO -A 1 • \ • (Effective date of tnchisionary Housing Ordinance -May 21, 1993.) ' ' ' . .• t -1 DOD doo o/oo Joo Site Plan: Zoning: 1. 2. 1. 2. 3. 4. D D -D Additional Comments 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, dimensioned setbacks and-existing topographical lines. · Provide legal description of property, and assessor's parcel number. Setbacks: Front: Required Shown Jnt. Side: Required Shown Street Side: Required Shown Rear: Required Shown. Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown Guest Spaces Required Shown ----------------------.----- ' \ OK TO ISSUE AND ENrERE'r, APPROVJ\L INTO COMl;'UTEll · -~ l '\, ~ I • \. 1 f '' ' : • -/' ' ' I ' • / ,-;,/ ,-. PLNCK.FRM City of Carlsbad · . 94034 . Fire Department • Bureau of Prevention Plan Rev·iew: Requirements Category: Fire Conditions Date of Report: Wednesday, June 15, 1994 "\ Contact Structure Form· Name Address 4:35 West Bradley Ave Ste B City, State El Cajon CA 92020 Bldg. Dept. No. _9 4_·_1_4_6 ___ _ Planning No. Job Name Knorr's Beeswax Job Address 1965 Kellogg Avenue Reviewed by: _______ _ Ste. or Bldg. No. ____ _ jg! Approved -The item you have submitted for review has been approved. The approval. is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to · . plans o·r specifications necessary to indicate compliance with applicable . codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ ·2nd __ _ 3rd --- Other Agency ID CFD Job# __ 94_;0;...c3_4 __ -File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 94034 C-ity of Car·lsbad . . Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building ·Plan Check Date of Report: Wednesday, February 23, 1994 ' Reviewed by: t:\ ,.t,_ Ci, t\..~ .J._ · Contact Name ·Structure Form Address 435 West Bradley Ave_ Ste B City, State . El Cajon CA 92020 Bldg. Dept. No. 94-146 Planning No. ----- Job Name Knorr's Beeswax Job Address 1965 Kellogg Avenue . Ste. or Bldg. No. ____ _ D Approved -The item you ·have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. P_lease review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. '81 Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review · . 1st'-----2nd'-----3rd. __ _ Other Agency ID CFO Job# 94034 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 I ,' .... ' . . ' . • KNORR'S BEESWAX SUBJECT: SHEEfNO: BASIS OF DESIGN AND MATERIAL SPECS • • • • • • 1 ROOF FRAMING • • • ~,,. • • • • • • • • • • • • • • • • • • • 3 LATERAL ANALYSIS AND ROOF'DIAPHRAGM • • 10 LEDGER, CHORDS, WALL TIES, SUBDIAPHRAGMS13 TILT PANELS OCJT-OF-PLANE • • • • • • • • • • • • • • 21 TILT PANELS IN-PLANE •••••••••••••••••• 35 TILT PANEL FOOTINGS •. • • • • • • • • • • • • • • • • • 48 ·GIRDER TO PANEL END •••••••••••••••••••••• l\fE,ZZANINE FR.Al\fING ••••••••••••••••••• 52 l\fE,ZZANINE LATERAL ANALYSIS ••••••••••• 56 FLOOR DIAPHRAGM, CHORDS & SHEAR WALLS • • • • • • 58 ~OOR WALL TIES • • • • • • • • • • • • • • • • • • • • • • • • • FOOTINGS AT MEZZANINE SHEAR WALLS • • • • 61 STRUCTURAL CALCULATIONS 2 9 12 20 34 47 so 51 55 57 59 60 65 STRUCTUREFORM MASTERS INCORPORATED 43S W. Bradley #C Job No.: SFM93o67 El Cajon, CA 92020 (619) 444-2182 (619) 442-2699 FAX RHA: 94002 By: CR Date: 1/2S/94 ..,..__ -i---.. f .J c.J r . - Scope of Services Established Y N Project Scheduling Y N ~u~orizing Jurisdiction e,-r ... 1 (?i:=-062:l-~ · Gdvernifli Codc(s) t-,cpr I VY:,..:.. Structure Data: Description: _.,1 l--r • V 1 ,Ji=- -occupancy: P-, • -Z.. -Type of Constnlction:._v' ___ •_._,. __ _ Exterior Wall Material: C:4)1-J G-·•, · Site Plan: 'F->'1 ";> Fi-,, I .,, Grading Plan:._·------------------ I . Project Name-KJ~~ B~X: Project No:t~'V't'ha?f-Date_.._! _-9 ..... 4..-__ _ Project Engineer__,~o:::;...a•__,3?""""-· _______ _ •Seismic Zonc:. __ --==--r--......,-------------•Imporunce Factor: __ _,,. ______________ _ •Wind Exposure: C: I Structure Plan Area: I "5" l--s.:z. di J_ Total Floor Arca:(Bldg. Only):J'bo-7't.. '*1 Overall Bl~· g/ tructurc Heights: .,,Z~ 1 Mezzanine Arca:_~-~"""" .... 14 __ $ __ __,_ _______ _ Elevator Stairs 2i,iN Type: __ ;J_,t11'---({)-0 ______ _ Special Conditions:. ________ ..._ ________________________________ _ Soil Report By: bre.0~1 L..-6 Content: (Check items included in report) Foundation Type:. __ /_.,... ____________ ___ Expansive Soils: ________________ _ Adjacent Loads/Slop~:. _______ -,-_______ _ Scnlcmcnt: ___ /...,. _________________ _ Liquefaction:._z;.7 ______ _,,..-C::::::::::;..... _______ _ Cut/Fill Line Within Structure:. __ :;::> ___ . _______ __ Report No.W. & •. lu-#-~D Test Boring Plot Plan: __ .:::::-----_____________ _ Date: I -1~ • '""\ •Soil Classification:. _______________ _ Water Table Elevation: ______________ _ Active Prcssun::._./__, ______________ _ Passive Prcasun:: c Building or Tank Wall Pressure: .,,,. •Design Bearing ~pacity: -"lc:,,?·-=-o,:-~-,=--,,,'F,---------- Special Conditions: _________________________________________ _ RoofConstrUction: :';:?Ja;L-'BA;R: . ~Pl(T -fA4-lAL,I~ Roofing Material: C:6f"'?tf"i' • •Roof Loads: 20 paf (subject to reduction-tee design memo) Mechanical Equipmc~/ . Weights: 'Z 5"() (-'u-ft;.1..,11\J Location: (!... 'f e .-:,-r"'-'iJ P~·"1 Suppon: §=f O""i"~...)'t.J' Special Conditions:._. ______ ...,... ____ ...,... ______ _ •Sh<ll!J-Drawiag1: {Check those lhat apply) ~.Jab roof truss or I-Joist ~ulaminatcd T'unbcr ~tural Steel ~-Metal (Where parta_ arc ahop welded) -~-= ire Sprjnk.ler System _Storefront Syatcm/Skylitcs _Anchor Bolt Layout ~orcing Steel _Concrete Mix _Other ____________ ..,... ______ _ ow on contract raw1ngs D: \OMIBASIS-OF .DSG Floor Loads: (Provide load mapping aa required) ______ _ "fiP r::~ P-./t-1-Z.S-p~F Concentrated Load1:.~~----!.""---P_1 __ 1""'___,_=-,....---,....,.--- Spccial Conditions: CAi:i-:-1 t.--S:V~ ;?:;A 1 e41.Jj •s~tions: {Check tho1e that apply) ~~tc Placement and Strength _"'Bo!!!Jn Concrete/Masonry ~"«ei.!lforcing Steel Pta~t -~~: Field__ Shop __ _.-ir,_ .ss •• Bo Bolts _Masonry, Prisms Required Y N _Piling/Caiuona _S!J,Ptcrctc _vtSrin_c ed in Anchors _Other ___________________ _ 11/1&191 .. MATERIALS, GRADES AND STRENGTH {,.... Following is used in all cases unless specifically noteq othetwise on the plans. f'?-r~:·:-..--; l ~- , .... .,,,,, -- ROUGH FRAME: i l Studs, plates and blocking DFL Standard or Better Joists, Rafters and Headers . • •. • . • • • . . . • • • • • . . • . . . . . • . . • . . • • . • . ·No. 2 · Beams, Stringers and Posts (4• & larger in width) . • • • • . • • • • . • • • • . • • • • • No. 1 Glu Lam Beams: Submit AITC Certificate of Compliance • • • . . • • • • • • • • • • • 24F-V4 Simple Span 24F-V8 Cantilevered Span Use common wire nails for all designed.conditions and UBC Table 25-Q (Nailing Schedule) in other cases .. All framing anchors are by Simpson,,,Strong Tie. (Equivalency approval, if requested, based on ICBO Research Reports) Vertical (shear wall) and horizontal wood diaphragm sheathing: APA Rated CDX Structural I CONCRETE BLOCK MASONRY: Hollow Core ASTM C90 Grade N-1, Medium Weight Mortar Types fm= 1800 UBC Std 24-20, 2403 (c) Grout Types fc = 2000 UBC 2403 (d) Design Strength rm= 1500 (solid grout) UBC 2405 (c) CONCRETE: Strength (psi) 2000 Max Aggregate Siz.e Slump Foundation Slab on Grade Tilt-up Walls Drilled Piers Supported Slabs } Beams & Columns Concrete on Deck Water Structure REINFORCING STEEL: ASTM A615 ASTM A706 3000 3000 2500 4000 3000 4000 Gr40 No 5 and smaller Gr 60 No 6 and larger Gr60 All welded rebar t½· 1· •n·. 1½" ¾" ½. ¾" 4" 3" 4" 4• 4" 4" 4" (Use Gr 60 for all tilt-up panel steel except base dowels) Welding of rebar to conform to A. W.S. #Dl ,4-79, submit certificate of carbon equivalent and weld procedure prior to any welding of rebar. 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RATIO MIN VERT STEEL MIN HOF.: I Z STEEL DATA-----~----- = 24 ft = 2 ft = 7 in # 5 = , 16 in = 3.125 in = 145 p,: f ·= 150 = 0.0020 '1/. = 0.0012 ,: Ma1,~. VeYt. Spa,:i.ng = 18.00 in ----------DESIGN DATA f'c CONCRETE = Fy : F.:EINF. = PHI SEISMIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMB I NE LL ~,. ST INCLUDE PARAPET '1/. FIXITY@ BASE ·-;• ---> Page 3,000 psi 60,000 psi 0. '30 N y 4 0.3 0.3 12 in yin y/n Max. Horiz.Spacing = ---------LATERAL LOADS WIND LOAD = POINT LATERAL LOAD = •.• HEIGHT FROM BASE = 18.00 in ----------( Set tr:, 0'1/. f ,:,r --------VERTICAL ROOF/FLOOR LOADS: UBC metherds) LOADS---------- 18 .1 psf # ft w/s .••.• DEAD LOAD ••••• LIVE LOAD •••.. LOAD ECC. ADDL. DEAD LOAD plf II LIVE LOAD = 264 lbs = lbs = 5 in = lbs = lbs .•• 1:Seismic,2:Wind ? UNIFORM LATERAL LOAD PER FOOT WALL HT. = ••• HT TO TOP OF LOAD= ••• HT TO BOTTOM II II= ft Note! These Vertical and Lateral ft loads are applied over the ••• 1:Seismic,2:Wind ? 1 w/s "effective length" • CHOICE OF DESIGN METHOD.--------------------- 1991 UBC 2614Ci) : Exact, Non-Iterated Enter --> 0 1991 UBC 2614(i) : Iterated --> 1 ACI Method #lr Eq. 9-7 and iterate deflections--> 2 > 1 << 11 11 #2: Eq. ·3-7 w/ defle,:tic,n@ Mn --> 3 --------- Empirical Methc,d #1:: Use Icr and iterate defl. --> 4 11 11 #2: Use Icr and defl. @ Mn --> :---------DESIGN SUMMARY-----------------Seismic 5 ---------Wind----: M,:,ment Capacity: Mn * Phi = 41, 182 in-# 3•3, •3•31 in#: Applied Mc,ments: Mu @ Mid-Height = 35,498 in-# 20,395 in#l MLl @ Tc,p of Wall = 2,701 in-# 1, •337 in#: ActLtal A:dal Stress = 17 psi 17 psi l Allc,w. A:,;ial Stress = 0.04 f'c = 120 psi 120 psi: May;. As ½: o. E, * F.:h,:,Bal = 0.012 : vs. 0.0062 /. 0.0062 '1/. Ma:,; i mLtm Servi,:e Deflection = 0.181 in 0.131 in Height/Servir:e Deflection Ra.ti,::, = 1,587 2, 2(>5 Ma:,;imum Bal" Spacing Fo·r Parapet MLl -· 18.00 in 18.00 in :--------------------------------------------------------' ------------: ------FACTORED LOAD ANALYSIS------ B~sic Deflection w/o P-Delta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Factored Loads Mu: Maximum Moment@ Convergence .... Governing ACI Equation ------SERVICE LOAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta = = = = - = Seismic -- o. '38 in 31, 1'31 in-# 8, 65'3 in-# 3.63 in 35,498 in-# '3-2 Seismic 0.18 in 22, 27'3 in-# ---L--Jind 0.16 in 20,246 in-# in-# 0.17 in 20, 3'35 in-# ·:J-2 ---Wind ·o. 13 in 15,':t36 in--it • r ·-, ~ Line 1 .Tit 1 e : KNORF-: ,z..~ Line .-, ..::. ~ S,:,:,pe :TILT WALLS Line 3 Number:93067/94002 Line 4 Mis,: . . Line 5 Dsngr : CF-: Date:01-Jan-94 ------------------~----------------------------------------------------- TILT-UP CONCF-:i=:TE WALL PANEL STF.: IP DES I GN i l Maximum Deflection w/Service Loads Maximum Moment@ Convergence = = 0.18 in 221 435 in-# 0.13 in 16, 108 in-*~ ·------------------------LOAD SUMMARY------------------------------- ·.All factored load analysis is Eq. 9-2: 1.4D + 1.4L + 1.4E carried out twice for each ACI Equation: Wall Weight Vert i,:al Lc,ads: P-A:,; ial P-Wall = • = = ,, n 84.6 psf 264 plf 1,184 II -------- Eq. 9-3: 0.9D +/-1.4E W1:Wall Wt * ZICp = 25.4 psf W2:Parapet Wt* ZICp = 25.4 Seismic \,Ji nd PLt-A:.~ ial = 370 277 pl f PLt-Wal l = 1,658 1,243 II ------------- Tc,tal Se.rvice = 1,448 pl f T,:,tal Fa,:t. = 2,027 1,521 pl f ---~-----------------------ANALYSlS VALUES---------------------------- E : 57, (H)O* < f' ,:·····. 5) = 3.1.E+06 psi S-grc,ss = 98. 0 in····-3 n . 2·3, ooq;E,: = '3. 2'3 M,:r . Fr: 5 * (f'c·····.5) = 273.9 psi Rh,:, Ht I Thk Rat i,:, = 41.1 As(eff) = C Pu:tot + (As*Fy) J / Fy = 'a' = C:As*Fy + Pu) /(.85*f'c*12) = ' ,: ' = ' a ' I • 85 = MOMENT OF INERTIA MODIFICATION FACTOR = I-gr,:,ss I-cra,:ked I-effective CACI) Phi : Capacity Reduction Factor Mn= As(eff) * Fy *Cd -a/2) = = = = = = s * Fr balanced = 26,838 in-# =0.021380 Seismic ---Wind 0.266 inA2/ft 0.258 inA2 (>. 522 0.614 1.00 343._0 16.5 0.9 45,758 in in in····-4 II II in-# 0.506 in 0.595 in 1.00 343.0 15.2 o. '3 44,435 II II I ,, .j . ' I {I D 3/. ~ ,.f K ~ ~ ~tJE:" """'T~ .-t-- 1'"2~ X t-4 ° ~~ cP1't' Q;17::. -:::»1i;:,,E .f+-r = ,z~' JIND ==~F (!.---;, l'Zll ~j1Zlp ~e,-'__.fG::! J ~~~I \c::,_ ~1..Jl= + Ii I l-J I iJ.D L~..-d.C> = lz'b ~F * (? --~~-z +-I "'Z/-.,; ~ ~~ -, I I ! ' I ' I /2E;~{'7:' t k:... ~ ~ 7. -A) f'T ~ ~"1 ~t9F;,.;AN ~ 1P ~4)~~~- ._ ,.. { .~~.9=>'7 .. ~+-~-~~-zy~,+~' ._ 17~# ~) t;;>l~"T ~ ~.~ 'T"•(-> a,F-1a::1t..L. '-"f> ~ ~ ~ f ~~'7-S*( ?--~~/z. +-'~)1/~ ~ ~--;. 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(,QI~~ ~E: E: co-r--<1~~ -:t=?v ~ -=-"") .:t:r s ~ , z'' ~ . c.... I \½,-E=, ..+ -""$' (v) ~ ~ I i ' i -.:,;1 11 -;:;,-<:::> J. 9 '"c:.--- 1 Z.OX' 14-Q ~ cJF ~ c:::::it-Je -,.. t::>5 ~ (:. ~~'7-S--*""'"'1/z...)/-=!::> -::.: "'$"-z.~ "F--/p-r-- ( •• -'I-' :i;?~ 'tr!--:::-l~'ZZ~ 1-Z./,z 4-~J/, =::-7°)~ -r--e--::::: ~ ... .. ., Line i Title : l<N0F.:R ... Lins .-. J. Sc,:,pe : l·JALL Jr~MBS 4, Line 3 .. Number:93067/94002 Line 4 Mis,: . . Li;1e 5 Dsngr : CR Date:01-Jan-94 ---· ______________________ " _____________ -------------------------------- TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page -----------------· ---------· -------------------------------------------- DESCRIPTION>> 3 FT. JAMB W/ DOOR EA SIDE >> ~~----------WALL ~:LEAR WALL HT. F'AF.:APET HE I 13HT WALL THICKNESS REBAR SIZE DATA----------- = 24 ft = 2 ft REBAF.: SPACING DE::PTH TO.STEEL CONCRETE WEIGHT MAX DEFL. F.:ATIO MIN VERT STEEL MIN HOF.: I Z STEEL . = # = - = = = = Max. Vert. Spacing Max. Horiz.Spacing = ---------LATERAL LOADS WIND LOAD = POINT LATERAL LOAD = ... HEIGHT FROM BASE = .•. 1:Seismic,2:Wind UNIFORM LATERAL LOAD PER FOOT WALL HT. = .•. HT TO TOP OF LOAD= ... HT TO BOTTOM II •.. 1:Seismic,2:Wind It = 7 in ., 5 ,. 6 in 4.8125 in 145 pc f 150 0.0020 'l. 0.0012 'l. 18.00 in 18.00 in EA psf 175 # 11 ft 1 w/s 67.1 plf 24 ft 14 ft 1 w/s ----------DESIGN DATA f'c : CONCRETE = Fy : REINF. = PHI SEISMIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMB I NE LL 8( ST INCLUDE PARAPET 'l. FIXITY@ BASE ---> 3,000 psi 60,000 psi 0.90 N y 4 0.3 0.3 12 in y/n y/n 'l. ( Set t ,:, 0'1/. f c,r --------VERTICAL ROOF/FLOOR LOADS: ••••• DEAD LOAD ••.•• LIVE LOAD UBC methc,ds) LOADS---------- = 1026 lbs = lbs . • •• ·• LOAD ECC. = 5 in ADDL. DEAD LOAD = 2236 lbs II LIVE LOAD = lbs N,:,te ! These Vertical a~d Lateral loads are applied over the "effective length" . CHOICE OF DESIGN METHOD·-----------------~--- Enter --> 0 1991 UBC 2614Ci) : Exact, Non-Iterated 1991 UBC 2614(i) : Iterated --> 1 ACI Method #1: Eq. 9-7 and iterate deflections--> 2 > 1 << " " #2: Eq. '3-7 w/ deflectic•n @ Mn --> 3 --------- Empirical Method #1: Use Icr and iterate defl. -->· 4 11 " #2: Use Icr and defl. @ Mn --> 5 l---------DESIGN SUMMARY~----------------Seismic---------Wind----: Mc,me.nt Capa,: i ty: Mn * Phi = 160,352 in-# 155,564 in#: Applied Mc,ments: Mu @ Mid-Height = '33, '336 in-# 81,768 in#' Mu @ Tc,p c,f Wall = 8,035 in-# 7,345 in# f'::\1: tLtal A:,; ial Stress = 53 psi 53 psi Al 1 ow. A:,; i al Stress = 0. (~}4 f'c = 120 psi 120 psi Ma~:;. As ., . 0.6 * Rhc,Bal --0.012 . vs . 0.0107 'l. 0.0107 'l. , .. . Ma:,; i mL1m Servi,:e Deflect i,:,n = 1.751 in 1. 864 in Height/Service Def 1 e,:t ion F.:at io -1EA 155 Ma:,; imLlm Bar Spacing F,:q,. Parapet Mu = 18. (H) in 18. 00 in :-------------------------------------------------------------------: ------FACTORED LOAD ANALYSIS-~---- Basic Deflection w/o P-Delta Basic Moment ~/o P-Delta Excess over Cracking Mom~nt Maximum Deflection w/Factored Loads Mu: Maximum Moment@ Convergence .. ~.Gcverning ACI Equation StRVICE LOAD ANALYSIS------ Deflection w/o P-Delta Basic M0rnent w/o F-Del~a Seismi,: = 2.33 = 79, '310 = 67,0'38 = 2. 6'3 = '33, '336 ·3-2 ,.... . . ;:ie1sm1,: 0.45 ::::: S7, ()78 -----Wind in 2. 10 in in-# 72,216 in-# in-# 54, '32'3 in-# in 2.37 in in-*f: 81,768 in-it 9-2 ---Wind in 0.46 in in-~:!= 57, 0'33 in-=1:1= r !. (~:: ... .,..,,, ._. I '-\.W t•• ,._ I '-°:t • l._•Ut"-I I V "-''""' 1 , ._,""" .&, • • rr Title :KNORR Scope :WALL JAMBS Number:93067/94002 . i,.1isc : 1-11 f -r,£,..\J ..a.1, rr Line 1 Line 2 Line 3 Line 4 Line 5 Dsngr : CF.: Date:01-Jan-94 ------------------------------------------------------------------------ TILT-UP CONCR~TE WALL PANEL STRIP DESIGN ------------------------------------------------------------------------ i / Maximum Daflection wJService Loads MaY;imum l'k,ment @ Ccinve-rgen,:e = = 1. 75 in 63,605 in-# 1. 86 in 64,263 in-# -------------------------LOAD SUMMARY-------------------------------- ·All factored load analysis i~ carried out twice for each ACI Equation: Eq. 9-2: 1.4D +· 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E ,,, Wall -Weight = 84.6 psf Wl:Wall Wt* ZICp = W2:Parapet Wt* ZICp = 25.4 psf 25.4 Vertical Lc,ads: P-A~,; ial P-Wall .. = = 3,i62 plf Pu-A~,; ial 1,184 II Pu-Wall --------- Sei·smic Wind = 4,567 3,425 pl f = 1,658 1,243 II ------------- Total Service = 4,446 plf Total Fact. = 6,225 4,668 plf ------------------------~--ANALYSIS VALUES---------------------------- E :57,000*(f'cA.5) = 3.1E+06 psi S-gr,:,ss n: 29,060/Et = 9.29 Fr: 5 * Cf'cA.5) = 273.9 psi M,:-r = S * Fr Rhc, balanced Ht/ Thk Ratio = 41.1 As(ef() = C Pu:tot + CAs*Fy) J / Fy = 'a' = CAs*Fy + Pu) /(.85*f'c*12) = f C 1 = 1 a ' / • 85 = MOMENT OF INERTIA MODIFICATION FACTOR = I-grc,ss I-cra,:ked I-effective CACI) Phi : Capacity Reduction Factor Mn= AsCeff) * Fy *Cd -a/2) = = = = = Seismic 0.724 1.41'3 1. 670 1. 00 343.0 85.0 0. '3 178, 16':J = '38. 0 in····-3 = 26,838 in-# =0.021380 ---Wind in····-2; ft 0.698 in····-2 in 1.368 in in 1.610 in 1 • 00 in····-4 343.(l in····-4 It 83.2 II II II 0. '3 in-# 172,849 in-# ? • (=---:~ ::;-r,,/ \., __ Line 1 Title : KNOF.:R Line .-, ..:.:. S,:ope :WALL JAMBS Line ,..., Number:93067/94002 .::, Line 4 Misc . . Line 5 Dsngr : 1::r:: Date:01-J:an-94 Page TILT-UP CONCRETE ~ALL PANEL STRIP DESIGN ---------------------------------------------------------------------- DESCRIPTION>> 4 FT. JAMB W/ DOOR EA SIDE >> 77----------l.JALL DATA ---------------------DESIGN DATA CLEAF.: WALL HT. = F'ARAPET HE"It3HT = WALL THICKNESS = F.:EBAR SIZE # F.:EBAR SPACING = D~PTH -TO STEEL = CONCRETE WEIGHT = MAX DEFL. RATIO ·= MIN VEF.:t STEEL = MIN 1-1oi:;;:r z STEEL = Ma:-i-~. Vert. Spa,: ing = Ma~,~• Hc,r-iz. Spa,: ing ·- 24 ft .-. ..::. ft .7 in ., 5 ~, 10 in 4.8125 in 145 p,: f 150 0.0020 ., ,. 0.0012 ~I. 18. (l(l in 18.00 in f'c CONCRETE = Fy : REINF. = PHI SEISMIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMB I NE LL ~,. ST INCLUDE Pt~F.:APET % FIXITY@ BASE ---> 3,000 psi 60,000 psi 0.90 N y 4 0.3 0.3 12 in y/n y/n '1/. ---------LATERAL LOADS ----------(Set to 0'1/. for UBC methods) --------VERTICAL LOADS---------- WIND LOAD = POINT LATEF.:AL LOAD = ••• HEIGHT FROM BASE = ••• 1:Seismic,2:Wind ~-;- UNIFORM LATEF.:AL LOAD PER FOOT WALL HT. = C"·-· t=' ,J..::.,. '-' p.sf 131.3 # 11 ft 1 w/s 50.3 plf ROOr/FLOOR LOADS: ••••• DEAD LOAD. ••••• LIVE LOAD ••••• LOAD ECC. ADDL. DEAD LOAD II LIVE LOAD = = = = = 770 lbs lbs 5 in 1677 lbs lbs .•• HT TO TOP OF LOAD • • ;HT TO BOTTOM II II ••• 1:Seismic,2:Wind .... 24 = 14 1· 1 ft ft w/s Note! These Vertical and Later~l loads are applied over the "effective length". -----------------------CHOICE OF DESIGN METHOD -------------------- 1991 UBC 2614(i) : Exact, Non-Iterated Enter 1991 UBC 2614(i) : Iterated --> 0 --> 1 ACI Msthod #1: Eq. 9-7 and iterate ·deflections--> .-, ..::. ·, .. ·· 1 << 11 11 #2: Eq. '3-7 w/ deflecti,::in @ Mn --> 3 --------- Empirical Method #1: Use Icr and iterate defl. --> 4 11 11 #2: Use Icr and def1. @ Mn --> :---------DESIGN SUMMARY-----------------Seismic 5 ---------Wind----: Moment Capacity: Mn * Phi = 107,648 in-# 103,144 in#: Applied Moments: MLI @ Mid-Height = 7"3, 735 in-# 67,156 inti l MLI @ _T,:,p c,f Wall = 6,243 in-# 5, 64"3 in#' ActLlal A:dal Stress = 43 psi 43 psi All ,:,w. t-47~ i al Stress = 0.04 f'c = 120 psi 120 psi Ma>;. As ._., " 0.6 * Rh,:,Bal = 0.012 . vs . 0.0064 I. 0.0064 Y. , .. . Ma>~ imLlm Servi,:e Defl e,:t ion = 1.725 in 1.787 in I Height/Servi,:e Defl e,:t ic,n F.:atio = 167 161 ,. Ma:,; imLlm Bar Spa,: ing F,:,r Parapet MLI = 18.00 in 18.00 in :----------------------------------------------------------------------------FACTOF.:ED LOAD ANALYSIS ------Seismic -----Wind Basic Deflecti,:,n w/c, P-Delta = 2.24 in 1. 90 in Basic M,:,ment w/ c, P-Delta = 67,237 in-# 5"3, 052 in-# E1~,:ess ,:::,ver Cra,:king Moment = 52,897 in-# 40,318 in-4* Mei;,; i.mLlm De fl e,: t ic,n w/Fa,:t,:,red Lc,ads = 3.01 in 2.54 in Mu . May; i mLfm M,:,ment @ C,:,nvergen,:e = 7"3, 735 in-# 67, 156 in-# . . . . . Gc,ver n i ng ACI EqLtat i ,:,n : '3-2 '3-2 ------SEF.:\t' ICE LOAD ANALYSIS ------Seismic ---Wind Basic Def 1 e,: t ion w/o P-Delta = 0.38 in 0.38 in Basi,::: r1r:11T1an 1:; 1.,..;/ 1:1 P-Delta ·-48,026 in-# 46,655 in-~* ---..... ·-"""' _,, __, .. ---Li,,e 1 I ,: -,;.,. ,-, L-..L I JC' ..:.. Line 3 Line 4 Line 5 ·-·., ,.__, ._., '\o.V-t•. 4t I~ .~.•-•11t.:;,;1 t V .. -'-'y..,;..1-1~ .LIJ ,T Tit l e : KNORF~ Scope :WALL JAMBS Number:93067/94002 Misc : Dsngr : CF: Date:01-Jan-94 .r----------------------------------------------------------------------! TILT-UP CONCRETE WALL PANEL STRIP DESIGN --------.-------------------------·------------------------------------- I I, Maximum Deflection w/Service L6ads Maximum Moment@ Convergence = = 1. 73 in 53,124 in-# 1.7"3 in 52,068 in-# . --~---------------------LOAD SUMMARY------------------------------- ·All f~ctored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E C'Jal 1 ·weight Vert i,:al Lc,ads: P-A:,; ial P-Wall = . = = ., ,, 84.E, 2,447 1, 184 -------- psf W1:Wall Wt W2:Par-apet plf Pu·-A:,; ial II Pu-Wall * ZICp = 25.4 psf Wt* ZICp = 25.4 .• ,ti Seismic Wind = 3,426 2,569 plf = 1,658 1,243 II ------------- Total Service = 3,631 plf Total Fact. = 5,084 3,813 plf -------~-------------------ANALYSIS VALUES---------------------------- E : 57 , OCH)* ( f ' ,: ····· • 5) = 3.1E+06 psi S-gr,:,ss = "38. 0 i n·'·-3 n . 29, 000/E,: . = '3'. 2'3 M,:r Fr-: 5 * ( f' c ·····• 5) = 273. '3 psi F.:h,:, Ht I Thk F~at io = 41.1 As(eff) = C Pu:tot + CAs*Fy) J / Fy = 'a' = CAs*FY + Pu) /(.B5*f'c*12) = ' ,: ' = ' a ' I • 85 = MOMENT OF INEF:TIA MODIFI~ATION FACTOR = I-gl'"•:,ss I-cracked I-effective CACI) Phi : Capacity Reduct ion Fa,:tor Mn= AsCeff) * Fy *Cd -a/2) = = = = = = ,.... * Fr ,::) balanced = 26,838 in-# =0.021380 Seismic ---Wind 0.457 inA2/ft 0.436 inA2 0~896 in 0.854 in 1.-054 in 1.00 343.·0 in····-4 64.6 II II 0.9 11 '3, 60'3 in-# 1.005 in 1.00 '343. 0 62.7 'in····-4 II II 0.9 114,605 in-# , .. i ~, - Line 1 Ti'l;le : KNORF.: ~I Line .-. Scope :WALL JAMBS· ..::. Line ,., . .::, Number:93067/94002 Line 4 Mis,: Line 5 Dsngr : c:r;.: Date:01-Jan-94 ·----------------------------------------------------------------------- TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page ------------------------------------------------------------------------ DESCRIPTION>> 3 FT. JAMB W/ DOOR ONE SIDE >> ,,---·-----WALL CLEAR WALL HT. .PARAPET HEIGHT WALL THICKNESS F.:EBAR SIZE DATA----------- = 24 ft = 2 ft = 7 in # ti 5 ----------DESIGN DATA f'~·: CONCRETE = Fy : REINF. = PHI SEISMIC ZbNE = 3,000 psi 60,000 psi 0.90 4 0.3 REBAR SPACING DEPTH ·TO STEEL CONCRETE t,.JE I GHT MAX DEFL. F.:ATIO • = = = -- MIN VERT STEEL = MIN HORIZ STEEL = Max. Vert. Spacing = Max. Horiz.Spacing = ,, 10 in 4.8125 in 145 p,: f 150 0.0020 % o. 0012 '1/. 18.00 in 18.00 in WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMB I NE LL i( ST INCLUDE PAF.:APET % FIXITY@ BASE •. ---.;· N y 0.3 12 in y/n y/n 'l. ---------LATERAL LOADS WIND LOAD = POINT LATERAL LOAD = 54 psf # ft 1 w/s (Set to 0% for UBC methods) --------VERTICAL LOADS---------- ROOF/FLOOR LOADS: ..... DEAD LOAD = 792 lbs lbs ••• HEIGHt FROM BASE = ••. 1:Seismic,2:Wind ? UNIFORM LATERAL LOAD ..... LIVE LOAD = .•••• LOAD ECC. = ADDL. DEAD LOAD = II LIVE LOAD = 5 in 1750 lbs l'bs PER FOOT WALL HT. = ... HT TO TOP OF LOAD= .•• HT TO BOTTOM II II = ••• 1:Seismic,2:Wind ? 52.5 plf 24 ft 14 ft 1 w/s CHOICE OF Note! These Vertical and Lateral lo.ads cn'"e applied over the "effe,:tive length". DESIGN METHOD.----------~---------- 1991 UBC 2614Ci) : Exact, Non-Iterated Enter --> 0 1991 UBC 2614(i) : Iterated --> 1 ACI Method #1: Eq. 9-7 and iterate deflections--> 2 > 1 << 11 11 #2: Eq. ·3-7 w/ deflect i,:,n @ Mn --> 3 --------- Empirical.Methc:,d #1: Use Icr and iterate defl. --> 4 " • • 11 #2: Use I,:r and defl. @ Mn --> :--------DESIGN SUMMARY-----------------Seismic 5 ---------Wind----: Moment Capa,: i ty: Mn * Phi = 108,117 in-# 103,500 in#: Applied Moments: Mu @ Mid-Height = 68,848 in-# 69,525 in#l Mu @ Tc,p c,f Wall = 6,397 in-# 5,810 in# I Actual AY; i al Stress = 44 psi 44 psi I' ' Allow. Ay; ial Stress = 0.04 f'c = 120 psi 120 psi ,. Max. As ½: 0.6 * Rhc,Bal = 0.012 . vs. 0.0064 '1/. 0.0054 'l. . Ma:,; imLlm Service Defl e,:t i,:,n = 1.308 in 1. 8'33 in Height/Service Defl e,:t ic,n Rat i,:, = 22() 152 MaximLtm Bcff Spacing Fc,1r Pa;rapet Mu = 18.00 in 18.00 in :---------------------------"------------------------------------------: ------FACTORED ~DAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta = = Excess over Cracking Moment = ~aximLtm Deflection w/Factored Load~ = MLt: Maximum Moment@ Convergence = .... Governing ACI Equation ------SE~VICE LOAD ANALYSIS-~---- Basic De-flect:::.ein wio P·~Deltc1 8a3ic M0~2~t w/o P-Delta Seismic 1.78 58,821 42,010 2.43 68,848 '3-2 S•=is,nic (>. 33 42,015 -----Wind in 1. •3•3 in in-# 60, 73'3 in-# in-# 42,686 in-# in 2.67 in in-t.J: 69,525 in-4* '3-2 ---Wind in 0. 3"3 in in--4* 47, '388 in-:Ji l' \ ..... -··---- Line 1 Line 2 Line 3 Line 4 Line 5 ._., ... ,._ ••• • f '·!::f 1 ,._.,,,._, • V '· ;, ... -' ._ . ....,... -·. .. Tit 1 e : KNORF.: Scope :WALL JAMBS Number:93067/94002 Mis,: : Dsngr : CF~ .-1 '._ . ..._,_ ..... U Date:01-Jan-94 ------------------------------------------------------------------------ TILT-UP CONCRETE WALL PANEL STRIP DESIGN __________________________ ,_ ·------------------------------------------- ' .,. ,: Maximum Deflection w/Service Loads Naximum Moment@ Convergence = 1. 31 in 45, 86'3 in-# 1.89 in 53, '300 in-# -, -------------------------LOAD SUMMARY------------------------------- ·All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E t.:J·a11 Weight Vertical Lc,ads: P-A:,: ial P-Wall = • = = 84.6 psf 2,542 plf 1,184 II --------- W1:Wall Wt* ZICp = W2:Parapet Wt* ZICp = Seismi,: Pu-A:,:ial = 3,559 Pu-Wall = 1,658 ------ 25.4 psf 25.4 Wind 2,669 pl f 1,243 II ------- Total Ssrvice = 3~726 plf Total Fact. = 5,217 3,912 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'cA.5) = n : 2"3, 000/Ec Fr: 5 * (f',:·····.5) Ht / Thk F.:2-t i ,:, = = 3.1E+06 psi '3. 2'3 273.9 psi 41. 1 S-grc,ss M,:r = S * Fr F.:ho bal an,: ed --'Seismi,: = "38. 0 in····-3 = 26,838 in-# =0.021380 ---Wind As(eff) = [ Pu:tot + (As*Fy) J / Fy 'a' = CAs*Fy + Pu) /C.85*f'c*12) = 0.459 inA2/ft 0. 437 in····-2 0.857 in 1.00'3 in ' c ' = ' a ' I • 85 MOMENT OF INERTIA MODIFICATION FACTOR I-gr,:,ss I-cra,:ked I-effe~tive CACI) Phi : Capacity Reduction Factor Mn= As(eff) * Fy *Cd -a/2) = o.·300 in = 1. 05'3 in = 1. C)() = = = 343.·0 64.8 ll II = = 0.9 120,130 in-# 1. 00 343.0 62. '3 II II 0.9 115,000 in-# r-· t-:-,...· l-.. -~) t_ ~ ,, Line 1 -Tit le : KNORF~ Line 2 S,:c,pe :TILT WALLS. Line 3 '. Number:93067/94002 Line 4 Misc . . Line 5 Dsngr : C:R Date: 01-Jan-'34 ------------------------------------------------------------------------ TILT-UP CONCRETE WALL PANEL STRIP DESIGN DESCRIPTION>> 4 FT JAMB W/ DOOR ONE SIDE >> ~~----------WALL DATA-----------' . CLEAR WALL HT. = 24 ft PARAPET HEIGHT = 2 ft WALL TH I c:1-,::l'JESS REBAR SIZE REBAR SPACING DG:PTH TO STEEL CONCRETE WE I (:iHT MAX DEFL. RATIO = # = = = ·= MIN VERT STEEL = MIN HORIZ STEEL = Max. Vert. Spacing = Max. Horiz.Spacing = 7 in 5 ~,,1 .-,_ .#1 .::. in 4.8125 in 145 p,: f 150 o. 0020 ~~ 0.0012 % 1s.oo in 18.00 in ----------DESIGN DATA f 1 c CONCRETE = Fy : REINF. = PHI SEI~MIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMB I NE LL 8< ST INCLUDE PARAPET '1/. FIXITY@ BASE (Set t,:, 0'1/. for ---> UBC Page 3,000 psi 60,000 psi 0.90 4 0.3 0.3 12 in N y methods) y/n y/n t. ---------LATERAL LOADS WIND LOAD = POINT LATERAL LOAD = ••. HEIGHT FROM BASE = --------VERTICAL LOADS ---------- .•. 1:Seismic,2:Wind ? UNIFORM LATERAL LOAD 45 1 3'3. 4 psf # ft w/s plf F.:OOF /FLOOF.: •.••. DEAD ••••• LIVE ••••• LOAD ADDL. DEAD II LIVE LOADS: LOAD = 550 lbs LOAD = lbs ECC. = 5 in LOAD = 1313 lbs LOAD = lbs PER FOOT WALL HT. = •.• HT TD TOP OF LOAD= ... HT TO BOTTOM II II= ••• 1:Seismic,2:Wind ? 24 14 1 ft ft w/s Note! These Vertical and Lateral loads are applied over the 11 effe,:tive length" • CHOICE OF D~SIGN METHOD --------------------- 1991 UBC 2614(i) : E~act, Non-Iterated Enter --> 1991 UBC 2514Ci) : Iterated --> ACI Method #1: Eq. 9-7 and iterate deflections--> 11 " #2: Eq. '3-7 w/ defle,:t ion @ Mn· --> Empirical Method #1: Use Icr and iterate defl. --> " 11 #2: Use Icr and defl. @ Mn --> :---------DESIGN SUMMARY-----------------Seismic l'k,ment Capacity: Mn * Phi = 91., '313 Applied M,:,ments: M.Ll @ Mid-Height = 59,165 Mu @ Tc,p c,f Wall = 5,473 0 1 --------- 2 > 1 << 3 --------- 4 5 ---------Wind----: in-# 87,857 in#l in-# 55,666 in#' in-# 4,842 in# A,:tual A:,; ial Stress = 38 psi. 38 psi All CiW. A:,; i al Stress = 0.04 f'c = 120 psi. 120 psi Ma:~;. As i.: 0.6 * Rhc,Bal = 0.012 . vs • 0.0054 '1/. 0.0054 '1/. . Maximum Service Deflect ion -1.050 in 1. 452 in Height /Servi,:e Defl e,: t i,:,n F.:at i,:, -272 1'38 Ma:,; i mL1m Bar Spacing F,:ir Parapet Mu = 18.00 in 18.00 in :-------------------------------------------------.-------------------- ------FACTORED LOAD ANALYSIS------ Basic Deflection w/o P-D•lta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Factored Loads = = = = Mu: Maximum Moment@ Conv•rgence = ..•. Governing ACI Equation: ----·---SEFN I CE LOAD ANAL YS 1 S ------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta == = Sei smi,: 1.57 51,520 32,328 2.22 5"3, 155 '3-2 Seismic 0. 2'3 35,800 ' .-, ·=-,.. ,,... -----Wind in 1. 5•3 in in-# 50,616 in-# in-# 2'3, 827 in-# in 2.26 in in-# 55,656 in-=M= '3-2 ---Wind in (>. 32 in in --4t 3'3, '::l'::10 in--# ' ~ r--. ,--. ' -· " _., r f:--.:: :.; .•. / '. "Tit 1 e : KNoi;~R Scope :TILT WALLS Number:93067/94002 Misc : Line 1 Line 2 Line 3 Line 4 Line 5 Dsngr :CR Date: 01-Jan-'34 ---------------· -------------------------------------------------------- TILT-UP CONCRETE WALL PANEL STRIP DESIGN Maximum Deflection w/Service Loads Maximum Moment@ Convergence = 1. 06 in 3"3,404 in-# 1.45 in 43,704 in-# · 11 ___________________ . _____ LOAD SUMMARY------------------------------- ·_All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E Wall .Weight Vert i 1:al Lc,ads: P-A!,; ial P-Wall = • = = ., ~· 84.5 psf 1,'373 pl f 1, 184 II Wi:Wall Wt* ZICp = W2:Parapet Wt* ZICp = Pu-Axial Pu-Wall = = Seismic 2,752 1,558 ------ 25.4 psf 25.4 Wind 2,072 pl f 1,243 11 ------- Total Service = 3,157 plf Total Fact. = 4,420 3,315 plf ------------------~-~------ANALYSIS VALUES---------------------------- E : 57, 000* ( f ' C •....• 5) = n . 2"3, 000 / E,: = . Fr: 5 * ( f' ,:·····. 5) = Ht I Thk Rat ic, = 3.1E+05 psi 9.29 273. '3 psi 41.1 S-grc,ss = '38.0 in····-3 Mer = s * Fr Rhc, bal an,:ed = 26,838 in-~:f: =0.021380 Seismic ---Wind As(eff) = [ Pu:tot + CAs*Fy) J / Fy = 0.384 inA2/ft 0.365 inA2 'a' = (As*Fy + Pu) /(.85*f'c*12) = ' ,: ' = ' a ' / • 85 = MOMENT OF INERTIA MODIFICATION FACTOR = I-gr c,s.s - I-cracked I-ef f e,:t i v.e CACI:> Phi : Capacity Reductic,n Factor Mn= As(eff) * Fy *Cd -a/2) = = = = = 0.752 0.885 1. 00 343._0 C'--, ..J / • , 0.9 102, 1--,c:-4J in in in·''-4 II II in-# 0.715 in 0.843 in 1.00 343.0 55.9 II II 0.9 97,619 in-# . I \, .. , )! ! V ~, t<' f'4\~ - ~ . . r-~ I t rJ., • u II II II -8 ~ ~~ ~~-+-+ t,.)i ~l'i4~ N'! ·1'-t' _J >t-~;\-.~ rfl ('{\ {'(\ r{\ Q~ ~ ~~ <)~ ----• • . . I \1 I\ II h $.-LL~ I >~ -:::..- ~ ® ~ rl tt ft ~ r4' ~ ~ !,/_ ~ ti\'l \')() -..J: "t t ~ ~-t 1 II I} II > I €) ~-r-~ f' ~ - ~ q-. -. 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O;/-z. * ~,'~~ -,u:>IS-Z,-;."'"S~)* I ..-4 (1-Z-)-: 72>°! ~. ,iJ A~T= .. ~1~~D"Z--A$~-... 4¥~4:!~~>t~~*l4A~+72:i'7 ~-.. =!·*"~~ -:.o ·-r¼-,; \,(;)r1N¥ 1~~-=-1,+ 1 r--1'Z--":? r;;--:tf:s-~, t-)tloa, -7 .,t,J',:-;ilr·S,/-z ¥ 1,4 ("1-z..) ~ l?;?O ~-,r--1 As-r =-,. 5"31 ~-z.~-z..-,,~¥-'3~~~t4As.+ l~ ¥~ ~;g? ._c:::::, .A-4"i :::-.17 1 ,J"l.*-1 ·?? -;:;. ,,t,~ (r-J~ -""7 ~-1t"~ -T""'1· Vu -l?J.~~ 1,4-::: /Bh I<--. cpvr¼ :: , s.s-~z./?.:,~~ ~~4·14 ~ 1/2::: /2. I,-;;, f(. '? Vv I <;.th::;.~ ~ trJ F µc,, 'R:fZ;l -= J-'S>e r-rC::-1 :!,~ WI O~ )( 1~ 1 -r+Hc: W/ S·::_-=-~,:> 3-~S-f-"F" 'f "F°3 t_1e4f, d',C • .f2 u r-.l I--re-. s-' ,OA$ I 0-l £J,J .D o F WA u_, F~ :::= 3~ 1,::,s 1 -?P~IAL ,rJSre-t:.--,,~~ \S, ~~\ 0. I <::, I 1-°t+ =tw-r1 tJ l.-, ..A-T ~~ ***************** GRADE BEAM DESIGN ***************** NOTE: COUNTER CLOCKWISE OVERTURNING. I I ALL LOAD$ ACTING DOWN ENTER AS NEGATIVE. C•1 F'2 P3 I ... .. -.. ..... ..... ., . . . ~· . Wi w·-· W3 . W4 ..:.. . P4 . .... : W5 ------------------------------------ Li• L·-:, ..:.. L3 L4 L5 Li (FT)= 5 Pi (K)= ~ii.E, W1 OUF)= 0 L·-· ..:.. = 17 F·2 = 11.6 W2 = 0 L3 = 5 c,..., ·~ = 0 W3 = 0 L4 = 0 P4 = 0 W4 = 0 L5 = 0 W5 = () 3.067 KSF ALLOWABLE SOIL PRESSURE= TR!AL FOOTING SIZE CFT): WIDTH -4.75 DEPTH= ACTUAL SOIL PRESSURE CMAX) = (MIN) = CENTROID OF SOIL PRESSURE= FINAL FOOTING LENGTH= 2.39 KSF .0.00 KSF 1 • 6'36034 FT 27 FT FINAL FOOTING WEIGHT= 16.70625 KIPS OK SHT # JOB# DATE: 1.5 -., , .. ; '::.· ..... . -kJ. I. --1- A-, 1<7+ l ' k-L ____ -="2:::..:(J)C--1-------1t'---2;7_' ___ l, 1 I • .. ,,. I. ! ., t' ,, I i -r ::: 4-J-=3, ~ I ~ 1.J.6-U_ J;:¥/W tJ -t-FL~ ~. +-FL..e. LL -:::::. 4~ic:: 4" -Z.7.~ IC.::-~'%, 1 ic:. ~ UL-LL u f L l r=--r ~'.> T =is-.?, k I i ~ WAl-L. -t:,llf)I.JV 1--fi!:.~i=-r--J --'";>,?K.-+ z_t .cJ t<::: ~~;-~ ~ ~_e: c!.cJ M i'-'TC'<::. -ic:"u tJ I . ' .. ' ' ' . ' .: , . .': J~~ :FT''-" l 4' 1 t r:°, I ··; ! I i ! . ~; " j ~ T._ -I ~ I .. .1-~ , I .A' l j ~~. ~..,...1r-.J(, A-T ~+ ~t,J-."p l . -l tv'Ju (1) "' < ~-~ +-Z, "I¾ -• 4).f)-ie .,r· l<'-I: 4 ( I z.) "' ~L-<'( \o< • 11J ! l fYl U {y :-IT_>¾ + -z.z lp' <'...--',h,7,._) if-l~,°2--z,:; -~ ~ ~ ¥1-4-{ I"-) ;:. -~Z~ 'j< • I ,.j . ,. Mu~= R ~ .. ¾ + I 'o/.t, -, 43/"r..J *Zl-z: -~t.c,;:;*"I 7 +-s-,~ +~*"l.4 r,~ = I~ l<'-1. A,;,--"' • = -~ "7-• "1 *~* z.4-*I 4-A-,, + I &59 ¥ '$,;<" .,,_,4 .:o o l A-$·= z,4 1 t--i ~ •'> I J~ 4--:#:-7 14=-B . _ ¼:=.' 1-4 * z..l -=--z.~ .4 1~ ct,v~ =-... ~S-?t" z_~:pe::,~ * Z-4*" t,,<==>G:> -:;: 4-c:>.-z-. -k . ~Vs ~t1t.J ::: _ • ~ s.-,l-S'19 ~ ~ ¥-l 4 --=.. l 4,-;?~ I<: k 4:f:: =:. F!::l _.., ~ = -s$.-~ .. 2"¥~*14: _ 14,~&· Ilk ~=:;. D e... 7 11""-C· t fl ll u--s E F--rc-... -=Z-4 w Io~ K i ~ TH--1<. (!.,&,,.Jr w/ +-::r+7 ~rJ--r -r~a 4 =fl:="3 [J ~-r,~vps. e.. 711~.,C::::-- .(!.,~ '= ~ ~I ~ 1,A.L. I 1'1$.f' R.-f=G\ \ \ \ r. ' (~- .. . ./, ·-~-ii~~ A'T 12:4 ***************** GRADE BEAM DESIGN ***************** NOT~: COUNTER CLOCKWISE OVERTURNING. l ' -'· ALL LOADS ACTING DOWN ENTER AS NEaATIVE. Pi F'2 P3 ..... ...... ..•.• .., . . . . -n . . W1 W2 . W3 W4 . L1. 'L2 L3 Li (FT)= 4 P1 00= -26.3 W1(K/F)= L2 = '3 P2 = 5.3 w--=· ..:.. = L3 = 8 P3 = -32.1 W3 = L4 = 20 P4 = 4 ,., •"-' W4 = L5 = 0 W5 = 2.667 KSF P4 _ .... . . . W5 . L4 L5 (I (I (I 0 0 ALLOWABLE SOIL PRESSURE= TRIAL FOOTING SIZE CFT): WIDTH= 2 DEPTH= ACTUAL SOIL PRESSURE (MAX)= (MIN)= CENTROID OF SOIL PRESSURE= FINAL FOOTING LENGTH= -FINAL FOOTING WEIGHT= 1.65 KSF 0.00 KSF 13.56617 FT 41 FT 18.45 KIPS OK SHT # JOB# DATE: 1.5 t, ~ ' '{~ I ... • Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • (619) 438-3155 • FAX (619) 931-0915 April 4, 1994 W.O. 1648-SD MR. STEVEN C. KNORR c/o Hamann Construction, Inc. 475 East Bradley Avenue El Caj_on, California 92020 Attention Mr. Greg Hamann Subject: Review of Foundation Plans Knorr's Beeswax Carlsbad Airport Center, Unit II, Lot 47 Carlsbad, California References: 11Site Specific Geotectinical Evaluation, Carlsbad Airport Center, Unit II, Lot 47, Carlsbad, California11 , • by GeoSoils, lnc.,dated January 13, 1994, W.O. # 1648-SD Gentlemen: "Addendum to the Site Specific Geotechnical Evaluation, Carlsbad Airport Center, Unit II, Lot 47, Carlsbad, California", by GeoSoils, lnc.,dated January 18, 1994, W.O. # 1648-SD In accordance with your request, GeoSoils, Inc. has reviewed the 1/8" = 1' scale foundation Plans (Sheet 1), plan notes (Sheet 2}, and details (Sheet 3), prepared by Structureform Masters, Inc., dated February 9, 1.994. The plan sheets reviewed are in general conformance with our referenced reports with the following comments: Based on the laboratory testing performed in preparation of the referenced reports, very low to medium expansive soils are present onsite. Expansion lnoex (El) testing, determined that the onsite soils range from very low expansive (El=17) to medium expansive (El=70}. Presa.turation is recommended for subgrade soils with expansion index values greater than 20. ihe moisture content of the subgrade soils should be equal to or greater than optimum moisture content to a depth. of 18 inches prior to pouring slabs and prior to placing visqueen or reinforcement. This should be verified within 48 hours prior to the concrete pour. , \',,-. ·) I MR.~STEVEN C. KNORR w •. o. 1 s4a-so APRIL 4, 1994 PAGE 2 The opportunity to be of service is greatly appreciated. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, GeoSoils, Inc. AJJ/RGC/mb xc: Addressee (2) (2) Structureform, Attn: Dean K. Smith GeoSoils, Inc. Robert G. Crisman ·Project Geologist 1-/, ....... [t [-~ . "-· '-.. ! .. ,.; ::·.-:. ·:·· :.• .-,: .... '\"·. ·, . . .... . •• • • t ·. ---: ... ;:. .. ,..-..... ";. ':. ~ . ., ,•. ll f ··:. •• • .... •.,~ -·. ,. ' ': ·: '\.:. ! LI. ·l :· I. [ r r--,. -:f.< [ ' . , ... SITE SPECIFIC GEOTECHNICAL EVALUATION, CARLSBAD AIRPORT CENTER, UNIT II, LOT 47 CARLSBAD, CALIFORNIA . \. ; ... FOR MR. STEVE C. KNORR C/0 HAMANN CONSTRUCTION, INC. 475 WEST BRADLEY AVENUE EL CAJON, CALIFORNIA 92020 JANUARY 13, 1994 W.O. 1648-SD · .. ., • •,'•., .... . ···:, .,, ._,,_ ... ' ~. :' ... ·.', .,_ .. ~ .: . -. ' : :, . -'· -~ -~-:, '· ~- ,J: ·_:_-. ,, ' .. ,·.·_:, .... _' '. : : ' • ~-~: ••• ~ • .. ..... '). ,. ... • < . .. ··.·:· ·. ··-·:· --~---· ... ·,]-.; .. :,:;:·.~) •-:.-:·_· ~ :_:· ,_ .. ' , ·,_.:~-> ·! : · ·:: .:· -~>-,· __ : . .', \\' '· .. ,,. .. ~ . ~-. -.,.,,-. ~-;:: >;-,' ·~· •·.!. ••: r~ •. •:• Geotechnical • Geologic • Environmental { . ,, .... I -f: F. .. TABLE OF CONTENTS SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Site Conditions and Proposed Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 PROPOSED ADDITIONAL DEVELOPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 FIELD EXPLORATION .......................... ·. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA~'IH MATERIALS ....... _ ...... ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Artificial Fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Bedrock . . . . . . . . . . . . ........ ~,· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 ,, SUBSURFACE WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FAULTING AND REGIONAL SEISMICITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 LABORATORY TESTING ..... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . 5 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Field Moisture and Density ............................. : . . . . . . . . . . . . . . . 5 Laboratory Standard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Expansion Potential . . .. •. . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Direct Shear Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 CONCLUSIONS . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RECOMMENDATIONS-EARTHWORK CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Exterior Slab On Grade Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Pavement Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . 7 FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Recommendations for Concrete "Tilt-up" Structures . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Design . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Retaining Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 PRELIMINARY PAVEMENT DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O Subgrade and Base Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Pavement Construction and Maintenance .... ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 DEVELOPMENT CRITERIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Landscape Maintenance and Planting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Additional Site Improvements . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Additional Grading • . . . . . . . • • . . . . .. . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Footing Trench Excavation . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Trenching . . . . . . . . • . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Drainage . . . . . . . . . . . • . .. . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Utility Trench Backfill . . . . ... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... · . . . 12 PLAN REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 LIMITATIONS ....................... ! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 13 GeoSoils, Inc. m w W- ,.. [ .. •. ::. , I I. Geotechnical • Geologic • Environmental 5741 PalmerWay • Carlsbad,California92008 • (619)438-3155 • FAX(619)931-0915 January 13, 1994 W.O. 1648-SD ., MR. STEVE C. KNORR c/o Hamann Construction, Int. 475 West Bradley Avenue El Cajon, California 92020 Attention: Subject: Gentlemen: Mr. Greg Hamann Site Specific Geotechnical Evaluation, Carlsbad Airport Center, Unit II, Lot 47 Carlsbad, California In accordance with your request, GeoSoils, Inc. has performed a detailed geotechnical evaluation regarding proposed construction on Lot 47 within the Carlsbad Airport Center. The purpose of our study was to evaluate the nature of earth materials underlying the site and to provide preliminary recommendations for site preparation, earthwork construction, and foundation design/construction, based on our findings. SITE DESCRIPTION Site Conditions and Proposed Development The subject site is a roughly rectangular shaped lot bounded by Kellog Avenue on the east, and adjacent undeveloped industrial pads on the north, south, and west. A 1 0±foot high cut slope descends to the relatively level pad from the adjacent property on the north (Lot 46). A similar height fill slope descends from the pad to the adjacent lot (Lot 48) to the south. Descending from Lot 47 to the southwest is a 30± foot high fill slope. A review of our referenced report (GeoSoils, Inc., 1991) and our records indicate that this slope (descending to Lot 49) is a buttress fill slope. Our records indicate that Lot 47 contains a cut/fill transition which crosses the southern portion of the subject pad. This transition is shown on Plate 1. Lot 47 is one of twenty three sheet graded lots and associated street improvements within Unit II of the Carlsbad Airport Center (Figure 1). Earthwork for the has occurred in two phases. Initial earthwork on Unit 21ook place in conjunction with mass grading of Unit 1. Fill was placed under the observation and testing services of Moore & Taber in the areas of Lots 40, 41 and 48 and portions of Lots 33-35, 39, 42 and 49. Grading of Unit 1 and the above mentioned portions of !•:•. )·.~ f.· I . . . [ ,, ·; .. [·,:, •' \ [ ~. I I I SOUTH CARLSBAq . STATE BEA.CH I SCALE l" = 2900' ,, I I - TAKEN FROM "THE THOMAS GUIDE" SITE LOCATION MAP DATE ___ l/ __ 9_4 __ ,w.o. NO 1648-SD Geotechnlcal Engineering • Engineering Geology -I ., \ ' FORM 89/22 FIGURE 1 ·:.-t [ .. -r·:, :·· [-:· •, ~-.. .., lm: ·~-... . , ., ..... !•:• t .. HAMANN CONSTRUCTION W.O. 1648-SD I, JANUARY 13, 1994 PAGE2 Unit 2, was performed by Templeton Construction between November, 1985 and November, 1986. ,. l The second phase of earthwork for Unit 2 occurred under the observation and testing services of Sah Diego Geotechnical Consultants, Inc. (later named ICG Incorporated). Grading of Unit 2 was performed by Astleford Construction between August, 1989 and March, 1990 . .• , 1/ Lat 47 is sheet graded at an approximate grade of 2.5%, resulting in a fall of approximately 7 feet from northwest to southeast. Drainage on the lot is by sheet flow to a concrete catch basin located in the southeast corner of the lot. Other existing improvements include landscaping of slopes. · PROPOSED ADDITIONAL DEVELOPMENT It is our understanding that proposed additional development of the lot is to consist of site grading and construction of a 15,000 square foot concrete ''tilt-up" building, outside storage area, lunch area, parking stalls and driveway access from Kellog Avenue. A truck well/loading dock to the main building and a six foot high concrete fence around portions .of an outside storage area are also proposed. ~ Typical cut and fill grading techniques are anticipated to construct the building pad to the desired grade~ configuration. Maximum fill depths are anticipated to be on the order of 4 feet and proposed onsite cut and/or fill slopes are not anticipated to exceed five feet in height at gradients of 2: 1 (horizontal to vertical) or flatter. It is our understanding that pad grade for the proposed structure will be at an approximate elevation of 286 feet above mean sea level. Based on this elevation, a cut/fill transition is anticipated to be created in the northwestern portion of the structure's foot-print. Earthwork quantities are anticipated to balance. FIELD EXPLORATION Previous exploration of subsurface conditions on site, consisting of one backhoe trench, was performed in preparation ofour referenced report (GeoSoils, Inc., 1991). A log of this excavation is included in Appendix I. Subsurface conditions were explored for this study by excavating seven hand dug test pits ranging in depth from 0.5 to 1.5 foot. A Log of the test excavations is included with this report in Appendix I. Field exploration was performed on December 30, 1993 by a GSI staff geologist, who logged the excavations and obtained sc1mples of representative materials for laboratory testing. The approximate locations of the test excavations are indicated on the enclosed ·Geotechnical Map (Plate 1) which uses the 1"=20' scale site plan prepared by Structureform Engineering as a base. GeoSoils, lne. L: . rt . . ' ., [· f [· [''.'. t~~- j. HAMANN CONSTRUCTION W.O. 1648-SD ,, EARTH MATERIALS JANUARY 13, 1994 PAGE3 · ,. Earth materials encountered on the site consist of artificial fill and sedimentary bedrock belonging t~ the Eocene age Santiago Formation. Artificial Fill •1 Artificial fill encountered onsite consists, of gray, olive brown and yellow brown clayey fine sand and fine sand with clay. These materials are typically dry and loose within the upper 6± inches below existing grade and become moist and medium dense below this depth. A very thin (less than 6 inches) surficial layer 6f fill was observed overlying bedrock materials over most of the "cut" portion of the lot. This material was likely placed incidentally as the lot was fine graded to its present configuration. · Based on a review of our referenced report, existing fills thicken southward to approximately 4 to 9 feet in depth along the top of the existing south facing slope. Bedrock Santiago age formational materials consist of yellow brown, clayey fine sandstone and silty, very . fine grained sandstone. Bedrock materials exposed at existing grades are typically dry to moist and loose, and become, medium dense and moderately cemented below an approximate depth of one half foot. Clayey fine sandstone and silty fine sandstone appear to be distributed as somewhat linear northwest trending zones, where observed in the cut portion of the lot. This distribution pattern likely reflects the regional southwestern structural dip of bedrock units in this area as those units daylight at pad grade. While bedding orientations were not observed during this study, the southwestern regional dip was noted in the area during previous site work performed by this office (GeoSoils, Inc., 1991) and others (San Diego Geotechnical Consultants, 1988). SUBSURFACE WATER Subsurface water was not encountered within Lot 47 during field work performed in preparation of the referenced report nor in any of our test pits during the current evaluation. Ground water is not anticipated to affect site development, provided that the recommendations contained in this report are incorporated into final design and construction. These observations reflect site conditions at the time of our investigation and do not preclude changes in local groµndwater conditions in the future from heavy irrigation, or precipitation. While subsurface water was not encountered onsite, saturated soils were observed within the existing planter area along Kellog Avenue and in the vicinity of the proposed outside storage area. The observed saturated conditions are likely due to excessive irrigation of the planter areas. A broken irrigation line, adjacent to the proposed outside storage area, was also noted. GeaSails, Ine. r. .. ~ I "' I [ ,r< t.., l'.· :, I '. - 1-. ' HAMANN CONSTRUCTION W.O. 1648-SD FAULTING AND REGIONAL SEISMICITY JANUARY 13, 1994 PAGE4 · ; 'No known active or potentially active faults are shown crossing the site on published maps · .(Jennings, 1992). No evidence for active or potentially active faulting was encountered in any of our exploratory excavations performed during this evaluation or in our referenced report. .. , There are a number of faults in the 80uthern California area which are considered active and would have an effect on the site in the form of ground shaking, should they be the source of an earthquake. These include, but are not limited to: the San Andreas Fault, the San Jacinto Fault, the Elsinore Fault, the Coronado Bank Fault Zone and the Rose Canyon Fault Zone. The approximate location of these and other major faults relative to the site are indicated on Figure 2. The possibility of ground acceleration, or shaking, at the site may be considered as approximately similar to the southern California region as a whole. The acceleration-attenuation relations of Sadigh (1987) have been incorporated into EQFAULT (Blake, 1991). EQFAULT is a computer program used for the deterministic evaluation of horizontal accelerations from digitized California faults. Results of the computer file search and computations are enclosed in Appendix II. Peak horizontal ground site accelerations anticipated at the site were determined, based on the attenuation relations developed by Sadigh (1987) for strike slip faults. The largest probable and credible peak horizontal ground accelerations anticipated at the site would be 0.238g and 0.366g assuming maximum probable and credible events of magnitude 6.25 and 7.5, respectively, on the Rose Canyon Fault zone, located 6± miles west of the site. Other Hazards Considered: The following list includes other seismic related hazards that have been considered during our evaluation of the site. These hazards are considered negligible and/or completely mitigated as a result of site location, soil characteristics and typical site development procedures: • Surface Fault Rupture • Ground Lurching or Shallow Ground Rupture • Tsunamis • Liquefaction • Dynamic settlements It is importar:it to keep in perspective that in the event of maximum probable or credible earthquake occurring on any of the nearby major faults, intense ground shaking would occur in this.general area. Potential damage to any structures would likely be greatest from the vibrations and impelling force caused by the inertia of a structure's mass, than from those induced by the hazards considered above. This potential would p,.e no greater than that for other structures and improvements developed in the immediate vicinity. GeaSoils, In(!. L ,[ rm- -~ ::_: .. ' < I I ... .. ~ ~~ ) ( I '\ "'-'"<-., ~I \ .. I SAN FRANCISCO SITE LOCATION ( + ): ------------ Latitude -.33.1233 N Longitude ..,.. 117.2883 W CAC LOT 47 1 T 0 50 100 SCALE (Miles) SA-SAN ANDREAS FZ. \ SJ-SAN JACINTO FZ. EF-ELSINORE FZ. ~ RC-ROSE CANYON FZ. CALIFORNIA FAULT MAP FIGURE 2 GeoSoils, lne. [.·" ·1-: . " L ,!::: .. .t. Wlf L. .. t .: :; ./ r r .. HAMANN CONSTRUCTION W.O. 1648-SD LABORATORY TESTING ' . '·General . JANUARY 13, 1994 PAGES · Laboratory tests were performed on representative samples of the onsite earth materials in order to evaluate their physical characteristics. The test procedures used and results obtained are presented below. .,, ,, Fteld Moisture and Density The field moisture content and dry unit weigfit were determined for relatively 11undisturbed11 • samples of the earth materials. The dry unit weight was determined in pounds per cubic foot and the field moisture content was determined as a percentage of the dry weight. A dry density of 98.0 pounds per cubic foot and a field moisture content of 17.5 percent was determined for a sample collected from test pit TP-1 at a depth of 12 inches. Laboratory Standard To determine the compaction characteristics of a representative sample of onsite soil, laboratory testing was performed in general accordance with ASTM Test Method D-1557. A maximum dry density of 113.5 pounds per cubic foot and optimum moisture content of 17.5 percent was determined for a composite sample collected from a depth of 0-1 feet in test pit TP-1. Expansion Potential An expansion index test was performed on representative samples of soils exposed near grade within the proposed building area in general accordance with Standard 29-2 of the Uniform Building Code. Expansion indices of 17 (very low) and 70 (medium) were recorded for samples obtained from test pits TP-1 and TP-2, respectively. Direct Shear Tests Shear testing was performed on a representative undisturbed sample of site soil in general accordance with ASTM Test Method D 3080. Test results are included in this report as Plate SH-1. ' CONCLUSIONS Based on our field exploration, laboratory testing and geotechnical engineering analysis, it is our opinion that the site is suited for the proposed development from a geotechnical engineering and geologic viewpoint, provided that the recommendations presented in the following sections are incorporated into the design and construction phases of site development. The primary geotechnical concerns with .respect to the proposed development are: • Depth to competent materi~I. • Expansion potential of site soils. • Proposed construction along the existing top of slope. • Regional seismic activity . GeoSoils, Ine. r:--··· t=:> ;,' .. HAMANN CONSTRUCTION w.o. 164a:.so JANUARY 13, 1994 PAGE6 The recommendations presented herein consider these, as well as other aspects of the site. The . ,engineering analyses performed concerning site preparation and the recommendations presented 1 'herein, have been completed using the information-provided and obtained during our field work. · .In the event that any significant changes are made to proposed site development the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the recommendations.,of this report verified or modified in writing by this office. ,, RECOMMENDATIONS-EARTHWORK CONSTRUCTION Grading General: All grading should conform to the guidelines presented in Chapter 70 of the Uniform Building Code, and the requirements of the City of Carlsbad, exc_ept where specifically superseded in the text of this report. During earthwork construction all site preparation and the general grading procedures of the contractor should be observed and the fill selectively tested by a representative(s) of GeoSoils, Inc. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. All applicable requirements of local and national construction and.general industry safety orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met. Site Preparation: . Debris, vegetation and other deleterious material should be removed from the building area prior to the start of construction. Areas approved to receive fill should be scarified and moisture conditioned to a depth of 12 inches and compacted to a minimum 90% relative compaction. Removals: Due to the saturated condition of soils in the vicinity of the outside storage area and proposed entry (existing planter area) these soils should be removed to competent material and brought to grade with compacted fill. Removal depths in these areas are anticipated to vary from 1-3 feet depending on the degree of saturation with depth. Once these materials are removed, they may be used as compacted fill provided the materials are allowed to dry out prior to placement. When removals are completed, the exposed.surface should be scarified, moisture conditioned and recompacted. Over-Excavation: __ ,. Proposed grading of the building stte would create a cut/fill transition in the northwestern portion of the building site. In order to provide for uniform support of structures, the cut portion of the building should be overexcavated and replaced with compacted fill to provide a minimum four foot thick compacted fill blanket. Areas where planned fills are less than four feet thick should also be overexcavated to provide the minim1.,1m fill thickness. Overexcavations should be GeoSoils, lne. f I . . .. ! .. , r, ,· ., [ . HAMANN CONSTRUCTION W.O. 1648-SD JANUARY 13, 1994 PAGE7 completed to a minimum lateral distance of five feet outside of the extreme exterior foundation . ~lements. , ' f:=ill Placement: Subsequent to ground preparation, onsite soils may be placed in thin (6± inch) lifts, cleaned of vegetation and debris, brought to a leastoptimum moisture content, and compacted to achieve a minimum relative compaction of 90 p>ercent. If fill materials are imported to the site, the proposed import fill should be submitted to GeoSoils, Inc., so laboratory testing can be performed to verify that the intended import material is compatible with onsite material. Exterior Slab On Grade Areas Subgrade soils in proposed slab on grade areas should be cleared of all vegetation and other deleterious debris, scarified and moisture conditioned to a depth of approximately 12 inches below existing grades and compacted to a minimum 90% relative compaction as determined by the laboratory maximum dry density. Pavement Areas A discussion of the treatment of existing ground in pavement areas is presented in the "Preliminary Pavement Sections" section of this r~port. FOUNDATION RECOMMENDATIONS Recommendations for Concrete '11It-up" Structures Anticipated column loads are expected to be a maximum of 70 kips for dead loading conditions and 110 kips for transient live loading conditions, while wall loads are expected to range between 4 to 6 kips per lineal foot. The engineering analysis performed concerning the foundation system and the recommendations offered below, have been prepared using these anticipated loads and assuming the recommended earthwork is performed. In the event that the information concerning the proposed development is not correct, or any changes in the design, location or loading conditions of the proposed structure are made, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report are modified or approved in writing by this office. The information and recommendations presented in this section are not meant to supersede design by the project structural engineer. Upon request, GSI could provide additional input/consultation regarding soil parameters, as related to foundation system design .. Design Our field work and laboratory testing indicates that onsite soils are very low to medium, in expansion potential. Preliminary recommendations for foundation design and construction are presented below . GeaSoils, lne. [:·· f ['.'. . . _, I r ·:f "' [ .. ·= ., [ . J HAMANN CONSTRUCTION W.O. 1648-SD JANUARY 13, 1994 PAGE 8 Bearing Value: . ,.} . An allowable bearing value of 2000 pounds per square foot should be used for design of continuous footings 12 inches wide and 12 inches deep and for design of isolated pad footings 24 inches wide and 12 inches deep. This value may be increased by 250 pounds per square foot for each additional 12 inches in depth and by 150 pounds per square foot for each additional 12 inches in width to a maximum value of 2500 pounds per square foot. The above values may be increased by one-third when considering short duration seismic or wind loads. • All continuous footings should be minimally reinforced with 4 No. 4 rebars, 2 top and 2 bottom. Additional reinforcement may be warranted where footings transition from compacted fill to natural ground at the truck dock loading area. Lateral Pressure: 1. Passive earth pressure may be computed as an equivalent fluid having a density of 300 pounds per cubic foot per foot of depth, to a maximum earth pressure of 2500 pounds per square foot. 2. An allowable coefficient of friction between soil and concrete of 0.4 m~y~be used with the dead load forces. 3. 4. When combining passive pressure and frictional resistance, the passive pressure component shoulc! be reduced by one-third. All footings should maintain a minimum 7 foot horizontal set back from the base of the footing to any descending slope. An allowable passive earth pressure of 300 pounds per cubic foot, with a maximum earth pressure of 2500 pounds per .square foot, may be used only for the footing, providing the outboard face of the footing is a minimum of 7 feet from face of the slope. Foundation Settlement -Structural Loads: Provided that the recommendations contained in this report are incorporated into final design and construction phase of development, a majority (15 to 85 percent) of the anticipate foundation settlement is expected to occur during construction. Maximum settlement is not expected to exceed approximately 1 /2 inch and should occur below the heaviest loaded columns. Differential settlement is not expected to exceed 1/4 inch between similar elements, in a 20 foot span. Design of Floor Slab: Concrete slab on grade construction is anticipated. The following criteria are considered minimum design parameters for the slab and they are in no way intended to supersede design by the structural engineer. They do not account for concentrated loads from fork lifts or other machinery. Based on a A-value of 12, determined for site soils and the interrelationships published by the Portland Cement Association for "R"-Value (resistance value) vs Modulus of Subgrade Reaction, GeoSoils, I ne. r. f:· . ~: I. ' . . L" I. .. ' ,\ HAMANN CONSTRUCTION W.O. 1648-SD JANUARY 13, 1994 PAGE9 an approximate k-value (modulus of subgrade reaction) of 75 pounds per square inch per inch , 'f'aS determined. 1he slabs in areas which will receive relatively light loads (office space, lunch area, etc.) should be a minimum of 4 inches thick and be minimally reinforced with No. 3 reinforcing bars on 18 inches centers both ways or equivalent reinforcement. Reinforcing should be properly supported to ensure placement near the vertical ftiidpoint of the slab. ~ . In areas where moisture co11.densation is undesirable, (e.g., areas to have floor coverings) a minimum 6 mil plastic membrane should be placed. The membrane should be overlaid by a two inch minimum sand layer. These areas should be separate from areas not similarly protected. This separation could be provided with a concrete cutoff wall extending at least 6 inches into the subgrade soil. The project structural engineer should design the slabs in warehouse or other areas subject to higher loads. Modulus of subgrade reaction (k) may be used in the design of the floor slab supporting heavy truck traffic, fork lifts, machine foundations and heavy storage areas. The subgrade should be compacted to a minimum 90 percent of the laboratory maximum density. Retaining Walls Foundations may be designed using parameters provided in the 11Design'1 section of Foundation Recommendations presented herein. The oesign parameters provided assume that very lot to low expansive soils are used to backfill retaining walls. The backfill should be provided behind the wall within a zone bounded by a 60 degree projection upward from the base of the wall stem. If expansive soils are used to backfill the proposed walls, increased active and at-rest earth pressures will need to be utilized for retaining wall design. Some movement of the walls constructed should be anticipated as soil strength parameters are mobilized. This movement could cause some cracking dependent upon the materials used to construct the wall. Restrained Walls: Any retaining walls that will be restrained prior to placing and compacting backfill material or that have re-entrant or male comers, should be designed for an at-rest equivalent fluid pressures of 65 pcf, plus any applicable surcharge loading. For areas of male or re-entrant comers, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the comer. Building walls below grade, should be water-proofed or damp-proofed, depending on the degree of moisture protection desired. Cantilevered Walls: These recommendations are for cantilevered retaining walls up to 15 feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are provided for specific slope gradients GeoSoils, Inc. i . , .. ~ [·.·"' [ . 1::; t.~- ~ :: :; , . ... . :,; ' I . . f1W . ., r f HAMANN CONSTRUCTION W.O. 1648-SD JANUARY 13, 1994 PAGE10 of the retained material. These do not include other superimposed loading conditions such as . traffic, structures, seismic events or adverse geologic conditions. , 1-I, Surface Slope of Equivalent Retained Material Fluid Weight HorizontaJ,'to Vertical P.C.F. .. Wall Backfill and Drainage: Level 2 to 1 35 45 All retaining walls should be provided with an adequate backdrain and outlet system (a minimum 2 outlets per wall), to prevent buildup of hydrostatic pressures and be designed in accordance with minimum standards presented herein. Gravel used in the backdrain systems should be a minimum of 1 cubic foot per lineal foot of 3/8 to 1 1/2 inch clean crushed rock wrapped in filter fabric (Mirafi 140 or equivalent). The surface of the backfill should be sealed by pavement or the top 18 inches compacted to 90% relative compaction with native soil. Proper surface drainage should also be provided. PRELIMINARY PAVEMENT DESIGN A representative sample of site soil near existing grade was obtained and tested to determine the soils A-Value. Testing was performed in accordance with the latest revisions to the Department of Transportation, State of California, Materials & Research Test Method No. 301 . Pavement sections presented are based on the A-value data, the anticipated design classification as discussed with a representative of Structureform, Inc. and the minimum requirements of the City of Carlsbad. For planning purposes, pavement sectins consisting of asphaltic concrete over base and full depth Portland cement concrete are provided. Anticipated asphalt concrete and Portland Cement concrete pavement sections are presented in the following table: GeoSoils, lne. [ ,. 'l: l:·:: -'•,' ::= ,:, [ .,. Li -: ~-- ~ "" \' \:: ...... ~l!I I < ' ' [ : .. .., •,• [ ·. " ' J. HAMANN CONSTRUCTION W.O. 1648-SD Drives and entrances (AC) . Drives and entrances (AC) 7.0 7.0 Auto parking stalls (AC) ., 4.5 Auto parking stalls (AC) 4.5 ii 12 4.0 ·•t 12 9.0(2) 8.0(3) 12 4.0 12 7.5(2) 1.01~ <1>oenotes Class 2 Aggregate Base (A ~ 78, SE ~ 22) (2)Minimum concrete compression strength = 3000 psi . (3)Minimum concrete compression strength = 4000 psi Subgrade and Base Preparation JANUARY 13, 1994 PAGE 11 14.0 4.0 The upper twelve inches of subgrade should be scarified, moisture conditioned to at least optimum moisture, an~. compacted to at least 95 percent of the maximum dry density. Class 2 aggregate base should be compacted to at least 95 percent of its maximum dry density. If adverse conditions (i.e., saturated ground, etc.) are encountered duriflg preparation of the subgrade materials, special construction methods may need to be employed. Pavement Construction and Maintenance The recommended pavement sections are meant as minimums, if thinner or highly variable pavement sections are constructed, increased maintenance and repair may be needed. Positive site drainage should be maintained at all times. Water should not be allowed to pond or seep into the ground. If planters or landscaping are adjacent to paved areas, measures should be taken to minimize the potential for water to enter the pavement section. If the ADT (average daily traffic) or ADIT (average daily truck traffic) increases beyond that intended, as reflected by the traffic index(s) used for design, increased maintenance and repair could be required for the pavement sections. DEVELOPMENT CRITERIA Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of soil and slope stability is significantly reduced by overly wet conditions. Positive surface drainage away from graded slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes. Overwatering should be avoided. Graded slopes constructed within and utilizing onsite materials would be erosive. Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover soon after construction. Plants selected for landscaping should be light weight, deep rooted types which require little water and are capable of surviving the prevailing GeoSoils, Inc. I __ 1.-: [, .. :~· ,:~ [-:-. . ~,; {::·· ~ ·.:,.., L L .. i . . r , .. ;' ~: !···· :-: ,;·· .. ~ ~ l':': r HAMANN CONSTRUCTION W.O. 1648-SO JANUARY 13, 1994 PAGE12 climate. Compaction to the face of fill slopes would tend to minimize short term erosion until , y.egetation is established. It order to minimize erosion on a slope face, an erosion control fabric (Le. jute matting) should be considered. From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils area processed for tt,e purpose of adding amendments they should be recompacted to 90 percent relative compaction. Additional Site Improvements Recommendations for exterio; concrete flatwork design and construction can be provided upon request. If in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request. Additional Grading This office should be notified in advance of any additional fill placement, regrading of the site, or trench backfilling after rough grading has been completed. This includes any grading, utility trench and retaining wall backfills. Footing Trench Excavation All footing trench excavations for structures and walls should be observed and approved by a representative of this office prior to placing reinforcement. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site . Trenching All excavations should be observed by one of our representatives and conform to CAL-OSHA and local safety codes. Drainage Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area. Roof gutters and down spouts should be considered to control roof drainage. · Down spouts should outlet a minimum of five feet from the proposed structure or into a subsurface drainage system. We would recommend that any proposed open bottom planters adjacent to proposed structures be eliminated for a minimum distance of 1 o feet. As an alternative, closed bottom type planters could be utilized. An outlet placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior. concrete flatwork~ Utility Trench Backfill 1. All utility trench backfill in structural areas, slopes, and beneath hardscape features should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. Flooding/jetting is not GeoSoils, Inc. ) . . ! .. ,• [.:. I ... ·=-~;: I . . .. HAMANN CONSTRUCTION W.O. 1648-SD JANUARY 13, 1994 PAGE 13 ., I I. 3 ...... 4. recommended for the site soil materials. As an alternative, sand with an S.E. of 30 or greater, may be flooded/jetted in shallow(± 12-inch) under-slab interior trenches, only. Sand backfill, unless trench excavation material, should not be allowed in exterior trenches adjacent to and within an area extending below a 1 :1 plane projected from the outside bottom edge of the footifilg. ,, A11 trench excavations should minimally conform to CAL-OSHA and local safety codes . • Soils generated from utility trench excavations to be used onsite should be compacted to 90 percent minimum relative compaction. This material must not alter positive drainage patterns that direct drainage away from the structural area and towards the street. PLAN REVIEW Final site development and foundation plans should be submitted to this office for review and comment, as the plans become available, for the purpose of minimizing any misunderstandings between the plans and recommendations presented herein. In addition, foundation excavations and any additional earthwork construction performed on the site should be obseived and tested by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. LIMITATIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. site conditions may vary due to seasonal changes or other factors. GeoS.oils, Inc. assumes no responsibility or liability for work, testing or recommendations performed or provided by others. Since our study is based upon the site materials obseived, selective laboratory testing and engineering analysis, the conclusion and recommendations are professional opinions. These opinions have be.en derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GeoSoils, Inc. [ ,.,:~ ·::.~ ... '.: .. r : : r. · L.. 1 .. ,. ... ::::, . :--,:• HAMANN CONSTRUCTION W.O. 1648-SD , •. JANUARY 13, 1994 PAGE14 The opportunity to be of service is greatly appreciated. If you have any questions concerning 1 !his report or if we may be of further assistance, please do not hesitate to contact any of the , ~ndersigned. Respectfully submitted, GeoSoils, Inc. A~ Robert G. Crisman Project Geologist • Paul L. Mcclay, CEG 11 fl/f. Principal Geologist RGC/AJJ/PLM/mb Enclosure: Reference List Appendix I, Log of Test Excavations Appendix II, EQFAULT Plate SH-1, Shear Test Diagram Plate 1, Geotechnical Map [} xc: (4) Addressee r· ,m [ .,. ··, :- • GeoSoils, Inc. ~ ' ' : .,. J [:;:'·,. · ... ... r:-1·· I . . ! ... ::' ,•' l., :, :i:. I, J' REFERENCE LIST San Diego Geotechnical Consultants, Inc., July 29, 1988, Supplemental Geotechnical Investigation Carlsbad Airport Center, Unit 2, and Off-Site Fill Area Carlsbad, California, Job No.-05-4879-011- 00-00. -l-/, Bla~e, Thomas F., (undated 1991) EQ FAULT Computer Program For The Deterministic Prediction of Horizontal Accelerations From Digit!zed California faults. Jennings, C.W., 1992, Preliminary Fault Activity Map of California, Scale 1 :750,000, DMG Open File Report 92-03. ~, "' - Sadigh, K, Egan, J., and Youngs, R. (1987), Predictive Ground Motion Equations Reported in: Joyner, W.B. and Boore, D.M. (1988), "Measurement, Characterization, and Prediction of Strong Ground Motion", in Von Thun, J.L., ed., Earthquake Engineering and Soil Dynamics II, Recent Advances in Ground Motion Evaluation,.American Society of Civil Engineers Geotechnical Special Publication No. 20, pp. 43-102. GeoSoils, Inc., March 21, 1991, Geotechnical Site Evaluation, Carlsbad Airport Center, Unit 11, Carlsbad, California, W.O. 1260-SD. GeoSoils, Inc. [ :·_: [: r t::' .!,;. i:;:: [rn: B~~~ [ .. .. .. :·· .. I I. ' ~.: . ., ,, J' .~, ,1 APPENDIX I 1.OG OF TEST EXCAVATIONS GeoSoils, lne. llif ' ' tl;. CJ r· ~ . i I, -Test Pit TP-1 TP-2 TP-3 Depth {ft.) 0-0.5 0.5-1 0-0.5 0.5-1 0-0.5 0.5-1 • .. DATE OF EXCAVATION: DECEMBER 30, 1993 EXCAVATION METHOD: HAND DUG TEST PITS LOGGED BY: ROBERT CRISMAN TEST PIT LOG Material Description ARTIFICIAL FILL: Yellow brown clayey fine SAND (SC); d'V 'and loose. SANTIAGO FORMATION: Yellow brown to light olive brown clayey fine SANDSTONE; dry, medium dense and moderately to well cemented. Total depth= 1 foot No groundwater Hole backfilled ARTIFICIAL FILL: Yellow brown clayey fine SAND (SC); dry and loose. • SANTIAGO FORMATION: Yellow gray silty very fine _ SANDSTONE; dry, medium dense and moderately cemented. Total depth= 1 foot No groundwater Hole backfilled ARTIFICIAL FILL: Light yellow brown fine SAND with clay (SC); dry and loose. SANTIAGO FORMATION: Yellow gray to gray silty very fine SANDSTONE; dry to slightly moist, medium dense and moderately cemented. Total depth= 1 foot No groundwater Hole backfilled GeoSoils, Inc. I ' ' lli .. ·-:-s HAMANN CONSTRUCTION W.O. 1648-SD I-t -Test Pit Depth (ft.) TP-4 0-0.5 • TP-5 0-0.5 0.5-1.5 TP-6 0-0.5 0.5-1 \. JANUARY 13, 1994 TEST PIT LOG Material Description SANTIAGO FORMATION: Light yellow brown, silty very fiFle SANDSTONE; dry, medium dense, weakly cemented and friable . Total depth= 0.5 feet No groundwater Hole backfilled ARTIFICIAL FILL: Yellow brown clayey fine SAND (SC); dry and loose. Becomes moist and medium dense. Total depth= 1.5 feet No groundwater Hole backfilled SANTIAGO FORMATION: Yellow brown silty fine SANDSTONE; moist, loose. Becomes moist and medium dense. Total depth= 1 foot No groundwater Hole backfilled GeoSoils, lne. r : [,:. I/ L;. [I ;,:: . e,· .. r~· [ . " .. HAMANN CONSTRUCTION w.o. 164s;.sD i ' . , Test Pit Depth (ft.) TP-7 0-0.5 0.5-1 .. JANUARY 13, 1994 TEST PIT LOG Material Description ARJIFICIAL FILL: Yellow brown silty fine SAND with clay (SM); moist and loose. SANTIAGO FORMATION: Yellow brown to olive brown, clayey, very fine SANDSTONE; moist, medium dense, moderately cemented. Total depth= 1 foot No groundwater Hole backfilled GeoSoils, Inc. -.-.-. :._:·.··:·.: Z: ·t' ~ ~ t;·.:·:·.:·:·:,::: (.:.y.:,:c.·. ~ r::~f~~ ~ r·:--:----:-1 ~ ~ ... ··::.-:·.-.:: ~-:~: :-:-:-.... ~ i, ...... (, -0 ' GEO SO IL S INC. CLIENT _,l,&,lceii.1.ln.JIJtru.e_.Du.e~ve:.:.1 :':!.l:op~mel:!-n:.::.t ___________ _ TEST PIT LOG .TP-50 Carlsbad .Airport Centre Un_!_t~ 2, Lot 47 ··:--:::• ·:· .. ::,: --·--·---· EL:EVATION 284' '~ ., • .()..!· (it''<', . WOR,K ORDER 1260-SO LOGGED BY RGC ____ ..___:'"· DATE 12-14-90 t :--'77 :nr-----ir----------------------------------.....----------ATTITUDES 0 :a. DEPTH 3: ca, -------,.,, ••• 01 to olive brown, dry, _medium dense, on • MATERIALS DESCRIPTION BEDDING I JOINTS I FAULT/ !llLll:AR COMMENTS .... ... ....,.. __ -!f-@~l~'~~B..iiec010'1.lm'--e.11st.1.Jr.mou.1'""s~t=a-nd~d~eun_s_e_. -------------------t l BEDROCIC: __ Pale yellow, dry, dense, SANDSTONE. .. ~ t SCALE H: 1/4"=1 FT~ V:· l/4"=l FT. PIT ORIENT. NlOW NATURAL SLOPE: ANGLE <1% T.D •.... · _2_' __ TT"T'IT[ nTrrrrrrr, rrr-.·1 rrTrr rTr;·Tr·; l II i; ;-! 1 r ! :' l': Ill! :"! l'l jTll' l l l n 1 ·r l nTr ·1 ! TI fljTi ll[ i ITl"l i"7 j~··rr: ! . 1 \ . I . ' I ! r l • I I • I ' ! l . 11 ! I ! I \ ! . ' : : ' I l ' ' I i ' I ! I I 1 , ! i ! I ! I ' ' I ! I ! ! I , , I , I ' J 11 ! 1 · : ' : : , \ . ' ; . " ! I 1 I I • • I I I I ; ' • I 11 l 1 · I I l 'I ' ' I ' ' I I • ' I l ' I I I I I • I 111 I 1 I I 1111 ' I I I . I I ! 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I ' ' ' f , • , 1 I t t • f. t , • l , • ! 1°1 , ! , , t I ! I I, , ! , I ! • I 1 , • t t l ; , I , , I , , : I J l . I J I I ! . ' ' i • I , .. ! I : . I I l ; ' ; ' ' . ! 1 • ' ' : ; ! ! I I : I I l ' : l I I • I I ' I ' : ' ·~· t I ••• I ' '" l l ! ' -' ... , ' ' 1·' I ' I ' I·• ' I I ' I I I I ' ·.-·11• ' I I •..• I . ! ' . 1 I • f • ' I ! . i. ·t·· • r : . • . , .. t··; • : .. , . .. I . · \ J , . , : ; i I ' , l , i r:1 I , . I i : • I ; .. i , ·• ' • I • ·1 \ .. , . ' I ,. , . 4 • • 1 , I . , .~ .. , . . . , -: . . ; , .• . j ; •. 1 : t I I · , I ... i --·l 1 • ' • I • , : 1 .l.L •. l.j.':' ·-1··1·i_._, __ .. ··· t--i., ... : .. j ... :.: .•.•.. ~-----------1!!!!'~-~~"---~~"" ! · 1· I. I 'I j. . : .... , I...... . ..... ; .. 1 ~-,. i 1 ....... , ; .. , ,.I,· •.. , .. 1: 7-r~~~.:....:.J..-,,, i .: I, . 1 1 : i : • l I ' . ' I I I I ' ' I ' ' I • ' ' I . ' ' . ' 'I I . l . ' . ' I I 1 · I ' I I : 1 ' l ' I ' I ' . : I ; : i . 1 ' I ' I I . ' . . ' I • l ' . ' . I ' I I . I I I I ' I . ' !-4· ...;..-, 1·.1 • •· L ·11' ·t +·• : '. : I I· ·1 ~ ! i I 1 ·, • l I I '---:-"---.....;...;...:.,..-• • i I l ! I .. I ' ' ' :: I ' ' i i i I ..... , J .. • 1 • i . ·1 -i , • , • • • . t , • • , • . : 1 • • I 1 • , 1 1 1 , \ • , , • , i 1 • , , I I-1 ; . • I , . , , . ! r·1· 1· ·: 1 • • , I J I t· , , 1 ; .. .. ; : 1 : . i ; ! 1 1 ; • 1 • 1 • 1 , . : · , . r·' I. . , . t • . • \ : I ' ... , . j • • , , • , : , • • , • : ' ' t . ' • , 7 • I .i ,. j , I I ; • t • • • ! • • i--: , , i I : ; i • : ! · i : · l I · : I 1 • 1 l , i I I . I . I I' I ' ' ' I ' ' ' I I LI t • •; i : 1, , • t f, I I , , : •II . j I I; 1 • , 1 : •!.:, I 1 • i : ·+ .. ·--········'·4··-·+-·r···· ···11,., ... ,,., .. :, , .. , .· .,····':'.' I ,. ' •• ' I I I • I ! • • • • I I I I ' I ··'-1·1-.1.., ........... 1 ............ , ............... , ...... i ..• ,, .... ,.... ' •:·:·•·· •·1···1:· ·•···t 1--, I i I . I ' . ' I ' I . ' ' . ' . I . 'I • ' I ' ' • I ' I :--• • r i • ,• I ••• n : ' • • • • • t •: .. t •" ~-•f 1 ' I ~· ~ j ! •, • I ' ' ·1 ' t 1' : t • •: t· ! • t t I l I i •: ~ • • ! • ! ! : : , . 1 , • I 1 • I •• r , l ,·. , , ! 1 i . • . 1 , • , 1 ! : . t 1 t I . ' ' I : I I ! ' ' " : . ' I ' I ! .. ' • • . l j ;I t ! I : l t I I i ;. l • ~ : : f ' t 1 : ; I j ; I : I I I ~ ;····•! i!'''j' ~1l·~;i ! ~ !' i ;. I ·1 I I : I 1-l I. • : : • : I ' : I 1 , I I ! I i ! : t , t j • ! ·:; ' i t. : I I I I·' I I I I l 1 ! 1 j i ! : : ! . PLATE 1/ ... ::. ,, i . . . i I • 11 APPENDIX II EQFAULT GeoSoils, lne. J ,, .. Friday, January 7, 1994 ************************************* * * [. -i I, * E Q F A u L T * * * * Ver. 2.00 * * * * * -!. ************************************* ,, f:_. t ' (Estimation of ~eak Horizontal Acceleration From Digitized California Faults) [;;·; SEARCH PERFORMED FOR: [ JOB NUMBER: . . ·. 1648-SD ~JOB NAME: CAC LOT 47 flfl(srrE cooRDINATES: • hamann LATITUDE: 33.1233 N I~ LONGITUDE: 117.2883 {'<} :l(: :!.,• SEARCH RADIUS: 100 mi w I AT~ENUATION RELATION: 9) Sadigh et al. (1987) Horiz. -Soil 'UNCERTAINTY (M=Mean, S=Mean+l-Sigma): M SCOND: 0 COMPUTE PEAK HORIZONTAL ACCELERATION I FAULT-DATA FILE USED: CALIFLT.DAT I SOURCE OF DEPTH VALUES (A=Attenuation File, F=Fault Data File): A r: -:), ):' l/ ... r ·.:, :., [, . .. I F n ['.W-;;?:, ~ ·'· t .. ,, . ~-----------------------------DETERMINISTIC SITE PARAMETERS ~age 1 f~~--------------------------~---------T~~~~-~~~~i~~~-~~~~~TT~~~~-~~~~~~c~-~0~~~: I : APPROX. :------------------: :-------------------; I ABBREVIATED :DISTANCE : MAX.: PEAK : SITE : : MAX.: PEAK : SITE : . iL FAULT NAME : mi (km) :cRED.: SITE :INTENs: :PROB.: SITE :rNTENS; [·. I I . I , , I ·";' j . MAG.:Acc. g: MM : : MAG.:~cc. g: MM I :-----------------------------------_____ , ______ , ______ • , _____ 1 ______ 1 ______ , I I I I I I I f !~=~~-=~:------------------l-~=-~:;~~ -~~~~i-~~~~~i--=~--11-~~~=l-~~~=~1--===-: :BORREGO MTN. (San Jacinto): 64 ti03) 6.so: 0.021: IV : 1 6.2s: 0.016: IV : L i;~~~-;;:~-=~;~;;;~N------~1-;;-(~~~):-;~~~1-~~~;;1---~--1 -:~;;1-;~;;:1--i~--: l __________________________ t _________ t _____ t ______ l ______ l I I I I I I I I I -----I ------I------I ft!=~~~-~~~~==~~~~-~~~~~~~~-li-~~-~-~~l/-~_::~~1-~~~~~i--~~~-! -~~~~i-~~~~~i--~~--l ,~: • I '":cH:rNO : 49 ( 78)l 7.oo: 0.057/ VI I 4.75/ 0.007,: II 1' '--------------------------:.---------:-----:------.------,.-----.-----I I fir' I I III I i\~LEGHORN __________________ \_79_(128)\_6.50\_0.015\ __ Iv __ ~ _6.~~\_o.012i------; ~OYOTE CREEK (San Jacinto): 50 ( ao): 7.so: 0.069: VI : 6.00: 0.019, IV 1 ~m ;;UCAMONGA -----------------:: 73 ( 117 ) :: 7 . 00 :: 0 . 033 :: --V --:: 6 . 75 :: -0 ~026 :: ---V--~ ,l• I I I I I I _____ I ______ I ______ I .--------------------------,---------,-----,------.------1 I I I I VII I fil/!IELSINORE : 24 ( 39): 7.50: 0.151: VIII : 6.75: 0.094, 1 Ii ;~~~~~~~~=~~~c;-~~=~c~i;~i i-s;-(-82) l-7~50 i -0~068 :: --VI-.-:: -7~00 / -0~045 i --VI--i .--------------------------:---------:-----:------:------: -----:------:------: £ill! '2~'=~~~~'=~-----------------11 _ 85 -~:=~~, -~.:::~ ,: -~~~:~I---~--.: : -~:~~ ,: -~:~.:.: ,: __ !!!_ .: rill • , I I I I I I I · I ~:Hoi S-BUCK RDG.(S.Jacinto): 50 ( 01): 7.so: o.069 : VI : : 6 -25 : 0 -024 : IV : wi/;~;~~~~===================1=~~=~~~~2(=~~~~(=~~~~~~==~~==1(=~~~~!=~~~~~1==~~==1 . I I I I II I I I :MALIBU COAST : 96 (155): 7.so: 0.035: V : : 5.00, 0.003, I 1 I [~·-~---------~--------------·---------:-----:------:------: :-----:------·------1 ,:, I I I lll.1MOJAVE RIVER (Ord Mtn.) : 81 (131): 7.oo: 0.028: V :: 6.25: 0.014: III 1 .--------------------------:--------:-----:-----'------: :-----·------:------: FlNEWPORT -INGLEWOOD I 42 c 68)\ 7.so: o.084 VII : : 6.50 0.038: v : ~!!OEES~Q8s_fQ~~-;;-~;;~;~~--:-~;-(-~~):-;~~;/-;~;;; --i~--11-~~;o -0~1311-vrrr-/ ------------:---------·-----·------______ II_____ l I !ll!: ::OLD_ WOMAN SPRINGS _________ :: _92 ( 148) \ _7 .00 \ _o .o~~ I--~~--::\_:.:~: I=~~~~~ 1 :=~~== ! lPALOS VERDES HI~LS : 42 ( 68): 7.oo: 0.058: VI l l s.so: 0.015: IV ~mi';;NTO ~~~~;~;~-=-~~;~~~~--;-;~-z~~;~:-;~~~1-~~;~;1--c~--11-~~;;1-;~;~;1--III-· ,-------------------------- 1 ---------•-----·----I I I I I I I . I I --,------. ,-----,------------, ~\RAYMOND ___________________ \-~~-~~~~2!-~~~~l-~~~~~!--~~--l !-~~~~!-~~~~~!--~~--: t. 1 1 ) 1 1 1 1 1 5 I 238 I IX I 1ROSE CANYON 1 6 ( 9 1 7.50, 0.366, IX 11 6.2 1 0. 1 1 --·~-------------------------'--------·-----·-----·------· ·-----·------·------· ~!~~~-~~~~~~~-~~0Jave) ______ J_a1 (13o)J_e.so!_o.oa2! __ vrI_! !_8.25! o.o68f __ vr __ ; -.. , I ' I I I I I .--I I ... :·~AN ANDREAS (Southern) : 69 ( 111): 8 .00: 0 .068: VI ·: : 7 .25: 0 .037: V : t ,·, __________________________ 1 _________ 1 _____ 1 ______ , ______ 1 , _____ , ______ • ______ , ·JSAND HILLS : 93 ( 150): 8.oo! 0.047! VI ! ! 7 .oo! 0.019! IV ! I ,--------------------------:---------:-----: ------:------: :-----:------:-----~ ' 4----------------------------.. m~t v, ' -age 2 DETERMINISTIC SITE PARAMETERS ----------------------------- r·~ -:MAX. CREDIBLE EVENT: :MAX. PROBABLE-;~;~~: APPROX. :-------------------: :-------------------, [ . ABBREVIATED DISTANCE : MAX.: PEAK : SITE : : MAX.: PEAK : SITE : -ii. FAULT NAME mi (km1 lCRED.l SITE lINTENSl lPROB.; SITE lINTENs; I MAG.1ACC. 91 MM I I MAG.,ACC. 91 MM ; ---------------------------------:-----:------:------: :-----:------______ , [-.··: SAN CLEMENTE 1 55 ( 88): 7 .50: 0 .062: VI : : 6 .25: 0 .021 IV :--------------------------1-----~~--1 _____ 1 ______ 1 ______ 11 _____ 1 ______ ------ 1 I I I I I I :sAN GABRIEL : 87 f)39): 7.so: 0.034: V : : 6.2s: 0.010 III : [. l ;~~-;;~:;~;~-=-;~~~~~;----1-~~-z-;;-; 1-;:;; i -;:;;; : --~~~-11-;~~~ 1-~~~;~ ---c-- : ---------------------------~: ---------: ----:------------: :-----:------,------: r!SANTA_MONICA_-_HOLLYWOOD __ :_ss_(141):_7.50:_0.040 ---~--! !-~:~~!-~:~~~!--~~~-! . ,SIERRA MADRE-SAN FERNANDO I 76 (123): 7.so: 0.048 VI : : 6.so: 0.019: IV : I ------------------~---------:-----:------------: :-----:------:------ tlSUPERSTITION_HLS.(S.Jacin)l_84_(135)!_7.0~l-~~~~~l--=~--l 1-=~~=i-~~~~~;--==--: ~+SUPERSTITION MTN.(S.Jacin): 78 (126) 7.oo: 0.02s; v /; 6.00; o.009/ III f~,VERDUG0-------------------1-85-(136) -7.ool-0.0271---~--; l-4.501-0.002! _____ _ <l•, I I I I I I .,--------------------------:--------------:------:------, ,-----,------,------, -:WHITTIER -NORTH ELSINORE : 47 ( 76) 7.so: 0.074: VII : : 6.25: 0.026: V : f llli: --------------------------1-----------_____ I ______ I ____ __,_ I I _____ I ______ I ______ I ::l: I I I I I I I I ~ ***************************************************************************** ,-END OF SEARCH-34 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE.ROSE CANYON FAULT IS CLOSEST TO THE SITE. ,~IT IS ABOUT 5.8 MILES AWAY. ··LARGEST MAXIMUM-CREDIBLE SITE ACCELERATION: 0.366 g [LA~GEST MAXIMUM-PROBABLE SITE ACCELERATION: 0.238 g ~ [ .. r ff t'. f:!~, L~~ .. r· .. [ .· r· L~ [ .. } f . . f -':-.t .. I:;. . .., I 3.0,--------,'T"""--------------.-----------...------ 2.51------+------+-------------+-------1-----+------I i I 2.0 LI. en ~ ~. :I: I-C, • z w a: I-1.5 en C, z a: < w = 0 30 KSF :I: en = 3 0 1.0 0~--------..L-----~------1.----____:L--------L------1 0 0.5 1.0 1.5 2.0 2.5 3.0 NORMAL PRESSURE-KSF EXPLANATION 0 RESHEAR -AT SA TURA TE:O MOISTURE CONTENT e PEAK -AT SA TURA TEO MOISTURE CONTENT . DIRECT SHEAR REMOLDED TO 801J1i RELATIVE DENSITY; THEN SATURATED PCF IJli MOISTUR_E IJli SATURATED MOISTURE CONTENT UNDISTURBED NATURAL SHEAR SATURATED 23.3% IJli SATURATED MOISTURE CONTENT SHEAR TEST DIAGRAM UNDISTURBED SHEAR, TP-1@ 12" DATE _Ja../'--9;i.::4 ____ .W.O. NO J 648-SP Soil Mechanics • Geology • Foundation Engineering FORM 87 /8-2A PLATE SH-1 t, ~ TITLE 24 ~EPORT FOR: Kno+r's Beeswax 1965 Kellogg Avenue Carlsbad, CA PROJECT DESIGNER: Hamann Construction 435 West ·Bradley El Cajon, CA 92020 (619) 440-7424 REPORT PREPARED BY: Beth Brummitt NRE882001 Haynal & Co., Inc. 211i India street, suite A San Diego, CA 92101 (619) 531-1122 Jop Number: Date: 2/4/1994 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Ener~y Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 ~rtvelope Certificate of Compliance •••....•..••.••.••••••• 3 Form PERF-1 Building Energy Form ENV-2 Envelope Summary Performance Summary •.......••.....•••... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 6 Form LTG-1 Lighting Certificate of Compliance ..••..•••..••.••••••..• 9 Form LTG-2 Lighting Compliance Summary .•••••..•.••..••..•..••.•••..• 11 Form MECH-1 Mechanical Certificate of Compliance .•••••••••••••••.••• 12 Form MECH-2 Mechanical Sumn'tary • • . • • • • • • • • • . . . • • • • . • • • • . • • • . • . . . • . • • . 15 Form MECH-3 Mechanical Equipment summary •.....•.....•.•.•..•...••... 16 Form MECH-4 Mechanical Ventilation .......•..•...............•....••. 17 HVAC Zone & Space Loads Summary • • • • • • . . . . . • • • • . . . • • . . • • . . • • . • • • . • • . • 18 CERTIFICATE OF COMPLIANCE (part 1 of 2) ENV-1 page 3 of 21 ~--------------------------------------------------------------------------Project Name: Knorr 1 s Beeswax Address: 1965 Kellogg Avenue Carlsbad, CA. Date: 2/4/1994 Building Permit No Envelope Designer: Hamann Construction Checked by/ Date ooctrmentation:_Haynal_&_co.,_Inc._~Jj_ _____________ coMPLY_24_user_2s1s GENERAL INFORMATION l / Date of Plans:=---,---.-.,.-~ Building Conditioned Floor Area: 1777 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: /2ew Construction o Addition O Alteration Method of Envelope Compliance: Performance -COMPLY 24 v 4.11 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope re9uirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 0 / I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligi~le under the exemption to Division 3 of the Business and Professions Code by Section-=-=----of the Code to sign this document as the person responsible for its preparation; and for the following reason~=~---=------------- PRINCIPAL ENVELOPE DESIGNER Hamann Construction (619) 440-7424 ENVELOPE MANDATORY MEASURES Indicate location on plans of Note ~lock for Mandatory Measures: (Date) · CERTIFICATE OF COMPLIANCE (part 2 of 2) 'Project Name: Knorr' s Beeswax Documentation: Haynal & Co., Inc. ENV-1 page 4 of 21 Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- OPAQUE SURFACES Const Assembly Name Type Location/Comments Demising wall, metal Demising wall, wood 611 Concrete Wall R-19 Roof{R •. 19 on Tile) R-19 Floor(F.19.metal) FENESTRATION Frame Orient Panes Type ------------------ Back (N) 1 Metal Right (SE) 1 Metal Front (SW) 1 Metal Left (W) 1 Metal Left (W) 1 Metal Left (NW) 1 Metal Metal Wood None Metal Metal Extel:'ior Shade , ----------------------None None None None None None OH N N N N y N Glazing Type Note to Field -----------------------sunglas Jade Ice Sunglas Jade Ice Sunglas Jade Ice sunglas Jade Ice Sunglas Jade Ice Sunglas Jade Ice PERFORMANCE COMPLIANCE. SUMMARY Project Name: Knorr 1s Beesw~x Documentation: Haynal ·& Co. , Inc. PERF-1 page 5 of 21 Date: 2/4/1994 COMPLY 24 User 2875 -----------------~-------~------------------------------------------------- ANNUAL SOURCE ENERGY USE (KBtu/sqft-yr) Energy Component ------------------------Space Heating Space Cooling HVAC Fans & Pumps Domestic Hot Water L:i.ghting Receptacle Process TOTALS Cale: Standard Design -------- 26.18 24.16 25.02 0.00 47.27 23.50 o.oo -------- 146.13 *** BUILDING COMPLIES*** DOE-24 (COMPLIANCE) Proposed Compliance Design Margin ------------------34.66 -8.47 14.76 9.40 20.28 4.74 o.oo o.oo 43.32 3.95 23.50 o.oo o.oo 0.00 ------------------136.51 9.62 OPTIONAL CAPABILITES AND SPECIAL COMPLIANCE INFORMATION PERFORMANCE ENVELOPE SUMMARY Part 1 of 3 ENV-2 page 6 of 21 ---------------------------------------------------------------------------Project Name: Knorr's Beeswax Documentation: Hayn~l & Co., Inc. Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- GENERAL INFORMATION BY SPACE Space Name occupancy ---------------------------------------------Offices 101,201,202 Lunchroom Warehouse Office Convention/Conference Unconditioned Total Flr Floor Display No Area Volume Perim. 1 1 1 1362 415 4000 5777 16344 3320 80000 0 0 0 PERFORMANCE ENVELOPE SUMMARY Part 2 of 3 Project Name: Knorr's Beeswax Documentation: Haynal & co~, Inc. ENV-2 page 7 of 21 Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- OPAQUE SURFACES Act Solar Type Area u-val Azm Tilt Gains Form 3 Reference Location/Comments -----------------------------------------------------Wall 341 0.356 Int 90 No Demising wall, wood Offices 101,201,202 Wall 792 0.455 Int 90 No Demising wall, metal Offices 101,201,202 Wall 32 0.752 i35 90 Yes 611 Concrete Wall Offices 101,201,202 Wall 140 0.752 180 90 Yes 6 II Concrete Wall Offices 101,201,202 Wall 297 0.752 0 90 Yes 6" Concrete Wall Offices 101,201,202 Wall 175 0.752 270 9:0 Yes 6" Concrete Wall Offices 101,201,202 Wall 6 0.752 315 90 Yes ·6 11 Concrete Wall Offices 101,201,202 Roof 1362 0.043 0 22 Yes R-19 Roof(R.19 on Tile) Offices 101,201,202 Flr 976 Q.076 0 180 Yes R-19 Floor(F.19.metal) Offices 101,201,202 Slb 386 0.000 0 180 No Covered Slab Offices 101,201,202 Wall 418 0.356 Int 90 No Demising wall, wood Lunchroom Wall 16 0.752 135 90 Yes 6" Concrete Wall Lunchroom Wall 220 0.752 180 90 Yes 6" Concrete Wall Lunchroom Wall 47 0.752 225 90 Yes 611 Concrete Wall Lunchroom Roof 415 0.043 0 22 Yes R-19 Roof(R.19 on Tile) Lunchroom Slb 415 O.C>OO 0 180 No Covered Slab Lunchroom Wall 5234 0.455 0 90 Yes Demising wall, metal Warehouse Wall 936 0.752 270 90 Yes 6 II Concrete Wall Warehouse Roof .1600 0.559 0 22 Yes Warehouse Roof Warehouse Slb 2450 0.000 0 18-0 No Exposed Slab Warehouse PERFORMANCE ENVELOPE SUMMARY Part 3 of 3 ENV-2 page 8 of 21 ----------------------------~----------------------------------------------Project Name: Knorr•s Beeswax Documentation: Haynal & Co., Inc. Date: 2/4/1994 COMPLY 24 User 2875 ---------------------------------------------------------------------------, , FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U-Val Azm Tilt Only Location/Comments ---------------------------------------------------------1 Wdw Right (SE)228.0 Metal No 1.23 135 90 0.48 Offices 101,201,202 2 Wdw Back (N) 158.0 Metal No 1.23 0 90 0.48 Offices 101,201,202 3 Wdw Left (W) 88.0 Metal No 1.23 270 90 0.48 Offices 101,201,202 4 Wdw Left (W) 88.0 Metal No 1.23 270 90 0.48 Offices 101,201,202 ,5 Wdw Left (NW) 30.0 Metal No 1.23 315 90 0.48 Offices 101,201,202 6 Wdw Right (SE) 28.0 Metal No 1.23 135 90 0.48 Lunchroom 7 Wdw Front (SW) 96.0 Metal No 1.23 225 90 0.48 Lunchroom OVERHANGS/SIDE FINS --Window-------overhang---------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 4 Wdw 8. 0 11. 0 4. 0 0. 0 '4 . 0 4 • 0 CERTIFICATE OF COMPLIANCE (part 1 of 2) LTG-1 page 9 of 21 ~--------------------------------------------------------------------------Project Name: Knorr's Beeswax Address: 1965 Kellogg Avenue Carlsbad, CA Date: 2/4/1994 Building Permit No Lighting Designer: Hamann Construction Checked by/ Date ~~=~~=~:~:~~~:-~~~~~=-=-=~:~-=~=:-~'-------------=~~:~=-:~-~~==-:~~= GENERAL INFORMATION Date of Plans:=----.--..---,-Building conditioned Floor Area: 1777 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: /2ew Construction O Addition O Alteration Method of Lighting Compliance: Performance -COMPLY 24 v 4.11 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20., Chapter 2, Subchapter 4, Article i of the California Code of Regula- tions. This ce~tificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. Please check one: O I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer electrical engineer or architect. • I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign tnis document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. o I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section-:-:----of the . . Code to sign this document as the person responsible for its preparation; and for the following reason: __ -r=:::i------------ PRINCIPAL LIGHTING DESIGNER Hamann Construction (619) 440-7424 LIGHTING MAN.DATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: ) (Date) CERTIFICAT~ OF COMPLIANCE (part 2 of 2) LTG-1 page 10 of-21 -------------------------~ -----------------" -------------------------------Project Name: Knorr's Beeswax Documentation: Haynal & Co., Inc. Date: 2/4/1994 COMPLY 24 User 2875 -------· ------------------------------------------------------------------- INSTALLED LIGHTlNG SCHEDULE No of Name Lamp Type Lamps -----~----------------- A-1 Fluorescent 3 A-2 Fluorescent 3 MANDATORY AUTOMATIC CONTROLS Control Watts/ Ballast Ballasts/ Lamp Type Luminaire -------------------------34 Standard 1.5 34 Standard 2.0 Control ·Location ID Control Type Space Controlled No of Fixt. ----- 22 2 Note to Field ------- Note to Field -------------------------------------------------------------------Wallswitch ---__ $$_ Double switch Typical _______ _ CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled Note to Field LIGHTING COMPLIANCE SUMMARY LTG-2 page 11 of 21 ---------------------------------------------------------------------------Projec~ Name: Knorr's Beeswax Documentation: Haynal & co., Inc. ACTUAL LIGHTING POWER Name Description No of Lumin Date: 2/4/1994 COMPLY 24 User 2875 Watts per Default Total Watts -------------------·------------------------------------------- A-1 48" T-12 Low watt /3 Lamp A-2 48 11 T-12 Low Watt /3 Lamp (Tandem) 22 (Not Tndm) 2 108.0 115.0 Yes Yes 2376 230 SubTotal 2606 Less Control Credits (LTG-3) O Total Proposed Watts 2606 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY SPACE Modelled Floor LPD Total Tailored Space Name occupancy Area (w/sf) (watts) (watts) -----------------------~----------------------------------------------Offices 101,201,202 Office Lunchroom Convention/Conference 1362 1.512 2059 0 415 1.318 547 0 ------------------------- TOTALS 1777 1.467 2606 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. CERTIFICATE OF COMPLIANCE (part 1 of 3) MECH-1 page 12 of 21 --------------·--------. ____ , __________________ ----------------------------- Project Name: Knorr's Beeswax Address: 1965 Kellogg Avenue Carlsbad, CA Mechanical Designer: Date: 2/4/1994 Building Permit No Checked by/ Date Documentation:_Haynal_~ co.,_Inc:f.µ,,e.'"4 ________________ coMPLY_24_User_2s1s GENERAL INFORMATION Date of Plans:-----------,-Building Conditioned Floor Area: 1777 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: /4ew Construction O Addition O Alteration Method of Mechanical Compliance: Performance -COMPL]R' 24 v 4.11 Proof of Envelope Compliance: o Previous Permit 6 Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposeQ building has been .designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: o I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect. • I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and . Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section -e-:----of the Code to sign this document as the person responsible for its preparation; and for the following reas '-'-________________ • PRINCIPAL MECHANICAL DESIGNER ·( 619) MECHANICAL MANDATORY MEASURES (Lie. ) (Date) Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 3) MECH-1 page 13 of 21 ------------------------------·--------------------------------------------Project Name: Knorr's Beeswax Documentation: Haynal & Co., Irtc. SYSTEM FEATURES Zone Name Offices Time control s setback Control No_n_e __ # of Isolation Zonesn/a HP Thermostat Yes Electric Heat o.o KW Fan control constant Volume VAV Min Position n/a Simul~ Heat/Cool n/a Heat Supply Reset Constant Temp Cool sup~ly Reset constant Temp Ventilation c OA Dam~er Control _A __ _ Economizer Type No Economizer outdoor Air CFM 204 Heat Equip Type Heat Pump Make & Model No. Rheem RPND-049J Cool Equip Type DX Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer Ventilation l;3:Air Balance C:OA Cert. M:OA Measure D:Dema-nd cont N:Natural Date: 2/4/1994 COMPLY 24 User 2875 Lunchroom s No_n_e __ n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C _A __ _ No Economizer 220 Heat Pump Rheem RPND-025J DX OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF coMrLIANCE (part 3 of 3) MECH-1 page 14 of 21 --~------------------------------------------------------------------------Project Name: Knorr•s Beeswax Documentation: Haynal & co., Inc. Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- DUCT INSULATION System Name Typ$ Duct Location -------------------------------------------------Rheem RPND-049J Heating Ducts in Attic Cooling Ducts in Attic Rheem RPND-025J Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required Domestic Hot Water n/a ----y / N NOTES TO FIELD -For Building Department Use Only Duct Tape Allowed -------y I N y I N y I N y I N Insul Note to R-Val Field 4.2 4.2 4.2 4.2 Note to Field --------------------------------------------------------------------------- MECHANICAL EQUIPMENT ZONING SUMMARY MECH-2 page 15 of 21 ---------------------------------------------------------------------------Project Name: Knorr's Beeswax Documentation: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY Zone/Spaces Serveq Offices Central/Zonal system Offices 101,201,202 Lunchroom Lunchroom Warehouse -------------------------Rheem RPND-049J Rheem RPND-025J Date: 2/4/1994 COMPLY 24 User 2875 No System Type Sys ----------------Packaged Heat Pump 1 Packaged Heat Pump 1 MECHANICAL EQUIPMENT SUMMARY Project Name: Knorr's Beeswax Documentation: Haynal & co., Inc. . MECH-3 page 16 of 21 Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- PLANT EQUIPMENT SUMMARY Equipment Name Equipment Type -------,. ,--------------------------------Water Heat:er(s) which Meets CEC Standard CENTRAL SYSTEM SUMMARY Sys No No. Sys Fuel Input (KBtu) Elec Input (KW) No system Name system Type Sys Economizer Type 1 Rheem RPND-025J 2 Rheem RPND-049J CENTRAL SYSTEM RATINGS Packaged Heat Pu 1 No Economizer Packaged Heat Pu 1 No Economizer Total Output (KBtu) Sys-------Heating----------------------------------Cooling ----------No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pu1,np 2 Heat Pump 22400 49000 o~o 6.60 0.0 6.60 --------------DX 22000 DX 46000 ------------------16600 8.90 9.90 35000 8.90 9.90 CENTRAL FAN SUMMARY------~-----Supply Fan-----------Return Fan Sys No Fan Type -----------~---1 Constant Volume 2 constant Volume ZONAL FAN SUMMARY Space Name Mtr Drv Motor Location CFM BHP Eff Eff CFM BHP Mtr Drv Eff Eff ------------------------------------ Draw-Through 800 Draw-Through: 1600 ---------Zonal Fan Mtr No CFM BHP Eff 0.20 60 100 None 0.50 70 100 None ------------Exhaust Fan----- Drv Mtr Drv Eff No CFM BHP Eff Eff ---------------~-------None MECHANICAL VENTILATION Project Name: Knorr's Beeswax Documentation: Haynal & Co., Inc. VENTILATION SUMMARY BY SPACE Space Name T Occupancy -------------------------------------Offices 101,201,202 Office Lunchroom Convention/Con Floor Area -----1362 415 sqft /Occ 143 29 MECH-4 page 17 of 21 Date: 2/4/1994 COMPLY 24 User 2875 Tran CFM Min Design sfer /Occ CFM CFM CFM ------21.5 204 204 15.4 220 220 ------TOTALS 424 424 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. HVAC ZONE HEATING & COOLING LOAD SUMMARY page 18 of 21 ---------------------------------------------------------------------------Project Name: Knorr's Beeswax Documentation: Haynal & co., Inc. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE -----------------------Offices 101,201,202 PEAK (Jan 12am) TOTAL SPACE LOAD buct Gains & Losses: Ventilation: ( 205 CFM) Return Air Lighting Gain TOTAL SYSTEM LO~D SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 54735 54735 5474 7071 -------67280 40167 Date: 2/4/1994 COMPLY 24 User 2875 Offices Rheem RPND-049J 1 24 Hr Fans STD COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT --------------(Aug 5pm) 36724 1906 --------------36724 1906 3672 663 261 0 --------------41059 2167 36199 13102 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. ii SPACE HEATING & COOLING LOAD SUMMARY Project Name: Knorr's Beeswax Documentation: Hayrtal & Co., Inc. page 19 of 21 Date: 2/4/1994 COMPLY 24 User 2875 -----"--------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 1783.0 sqft Window Conduction 592.0 sqft Door Conduction o.o sqft Roof Conduction 1362.0 sqft Skylight conduction o.o sqft Floor Conduction 976.0 sqft Slab Conduction 386.0 sqft Interior Conduction o.o sqft Infiltration 0.5 AC/hr Solar Gain 592.0 sqft Lighting 2059.0 watts Receptacle 1362.0 watts Process o.o watts Occupants 9.5 occs SPACE; LOADS Offices 101,201,202 COOLING HEATING SENSIBLE LATENT ---------------------Jan 12am Aug 5pm 70 F DB 78 F DB 50 % RH 38 F DB 81 F DB 65 F WB Btu/hr Btu/hr Btu/hr --------------------- 15639 4972 23301 1065 0 0 1885 229 0 0 2386 397 1232 0 5593 4475 4699 0 0 13636 0 4919 0 4649 0 0 0 2383 1906 --------------------- 54735 36724 1906 Heating AirFlow: Cooling AirFlow: 54735 Btu/hr/ (1.08 x 35 F DeltaT)] = 1450 cfm 36724 Btu/hr/ (1.08 x 23 F DeltaT)] = 1481 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 20 of 21 ---------------------~----------~-----~------------------------------------Project Name.: Knorr I s Beeswax Documentation: Haynal & Co., Inc. Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating system Name: Cooling system Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPAGES IN THIS ZONE Lunchroom Warehouse PEAK (Jan 12am) (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 815 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDI'rIONS HEATING 16439 0 16439 1644 18405 36488 18362 Lunchroom Rheem RPND-025J 1 24 Hr Fans STD COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT --------------(Aug 3pm) 14692 2218 (Aug 3pm) 0 0 --------------14692 2218 1469 -3371 -13275 0 --------------12790 -11057 17086 6262 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those·responsible for final equipment selection should·note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY page 21 of 21 ---------------------------------:-----------------------------------------Project Name: Knorr's Beeswax · Documentation: Haynal & Co. , Ince. Date: 2/4/1994 COMPLY 24 User 2875 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor conditions: outdoor Conditions: LOAD COMPONENT ---------------------Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction -Interior Conduction Infiltration Solar Gain Lighting Receptacle :i?rocess occupants Heating AirFlow: Cooling AirFlow: Lunchroom COOLING HEATING SENSIBLE LATENT ---------------------Jan 12am Aug 4pm 70 F DB 78 F DB 50 % RH 38 F DB 82 F DB 66 F WB Quantity Btu/hr Btu/hr Btu/hr --------------------------------- 701. 0 sqft 6809 2844 124.0 sqft 4881 261 o.o sqft 0 0 415.0 sqft 574 80 o.o sqft 0 0 o.o sqft 0 0 415 •. o sqft 1425 0 o.o sqft 1796 1437 0.5 AC/hr 955 0 124.0 sqft 0 4323 547.0 watts 0 1330 415.0 watts 0 1416 o.o watts 0 0 14.3 occs 0 3506 2218 --------------------- SPAGE LOADS 16439 15198 2218 16439 Btu/hr/ [1.08 x 35 F DeltaT)] = 15198 Btu/hr/ [1.08 x 23 F DeltaT)] = 436 cfm 613 cfm 1992 NONRESIDENTIAL ENERGY STANDARDS ENVELOPE MANDATORY MEASURES 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and u-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights and windows shall be caulked and weatherstripped per Section 116(b). 3. All joints and openings.which are potential sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). 1992 NONRESIDENTIAL ENERGY STANDARDS LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent control (Section 131(a) and exceptions.) 2. Lighting shall be uniformly reducible by at least one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (Section 13l(b) and exceptions; exceptions include lights in corridors.) 3. Daylit areas larger than 250 sf shall be separately controlled and evenly reducible by at least one half (Section 13l(c) and exceptions.) 4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (Section 13l(d) and exceptions.) 5. Display lighting shall be separately switched on circuits that are 20 amps or less (Sec;:tion 131(e), no exceptions.) 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (Section 131(f) and exceptions.) 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (Section 132 and exceptions.) 1992 NONRESIDENTIAL ENERGY STANDARDS MECHANICAL AND PLUMBING MANDATORY MEASURES EQUI;E>MENT AND SYSTEMS EFFICIENCY 1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those converin~ fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in accordance with Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124 (a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 10. 4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. VENTILATION 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121(a), (b) and (e). 2. Operation and control of outdoor air shall meet the time-of- occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion and balancing requirements of Section 121 (f). CONTROLS 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling. Section 122 (a) and (b). 2. Heat pumps with supplementary electric resistance heaters s;hall have controls 1ter Section 112(b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during periods of non-use, and allowing operation during off-hours of up to four hours, per Section 122(e)l. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e)2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use of the areas served by the equipment, per section 122{f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 12 2 ( g), • SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) and (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113{b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113(b)4. 0 . . /. =-_..,.,, ... ., 18,000 13,800 4,200 23,000 17,900 5,100 9.70 2541 7.6 025J* 22,000 16,600 5,400 11.00 2283 7.4 030J 30,200 21,600 8,600 9.85 3471 7.8 031J* 28,600 21,400 7,200 11.00 2940 7.6 037J*' 33,600 25,400 8,200 11.00 3556 7.8 043J* 40,000 30,000 10,000 11.00 4024 8.0 049J* 46,000 . 35,000 11,000 10.65 5055 8.2 : 061J* 55,000 42,900 12,100 9.90 6470 8.4 *Features the Copeland® Compliant Scroll® Compressor. Performance Data-Three Phase Models 24,800 8,600 10.10 0490• 46,000 35,000 11,000 10.65 049Y* 46,000 35,000 11,000 10.65 061C* 55,000 42,900 12,100 ·9_90 0610* 55,000 42,900 12,100 9.90 061Y* 55,000 42,900 12,100 9.90 <D Sound rating in accordance with-ARJ Standard 270. *Features the Copeland® Compliant Scroll® Compressor. 024J 1-60-208/230 12.9/12.9 65 .9 2.4 19/19 025J 1-60-208/230 12.9/12.9 65 .9 2.4 19/19 030J 1-60-208/230 16.6/16.6 81 1.3 3.1 26/26 031J 1-60-208/230 16.6/16.6 81 1.3 3.1 26/26 037C 3-60-208/230 15.5/13.7 110 1.3 3.6 25/25 0370 3.50:400 7.0 54 .7 1.6 11 037J 1 :00.2081230 20.2/20.2 97.6 1.3 3.6 30/30 043J 1-60-208/230 22.0/22.0 110 2.0 "3.6 34/34 049C 3-60-208/230 15.0/15.0 99 2.0 3.4 24/24 0490 3-60°460 8.2/8.2 49.5 1.0 1.7 13/13 049J 1-60-208/230 26.4/26.4 129 2.0 3.4 38/38 049Y 3-60-575 6.4/6.4 40 .7 1.0 10/10 061C 3-60-208/230 19.3/19.3 123 2.0 7.1 33/33 0610 3-60-460 10.0/10.0 ·s2 1.0 2.7 16/16 061J 1-60-208/230 33.0/33.0 169 2.0 7,1 50/50 061V 3-60-575 7.9/7.9 50 .7 2.2 13/13 3861 3861 5055 -8.2 5055 8.2 5055 8.2 6470 8.4 6470 8.4 6~70 8.4 20/20 25/25 20/20 25/25 30/30. 35/35 Low 30/30 35/35 .Low 30/30 40/40 15 . 15 35/35 45/45 High 35/35 50/50 High 30/30 35/35 15/15 20/20 45/45 60/60 High 15/15 15/15 40/40 50/50 20/20 25/25 50/50 60/60 High 15/15. 20/20 Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct Direct 17,200 8,600 850 23,600 2163 12,500 825 22,400 2008 13,000 7.10 1000 30,600 3020 2.96 15,500 2392 6.60 1000 29,200 2704 3.14 17,200 2439 2.04 7.10 1250 35,200 3325 3.10 20,200 2845 2.08 7.10 1500 41,500 3846 3.18 24,000 3306 2.14 7.10 1600 49,000 4723 3.04 30,000' 4054 2.16 7.10 2000 60,500 5850 3.02 35,000 4837 2.12 7.40 1250 3861 1600 4723 3.04 4054 2.16 7.10 1600 4723 3.04 4054 2.16 7.10 1600 4723 3.04 4054 2.16 7.10 2000 5850 3.02 4837 2.12 7.40 2000 60,500 5850 3.02 35,000 4837 2.12 7.40 2000 60,500 5850 3.02 35,000 4837 2.12 7.40 (1)1X20.0X16.0 3.33 1/5 (1)1X20.0X20.0 3.33 15 4 8.4 14 2 1760 1/20 80 1/5 (1)1X20.0X20.0 3.33 15 4 8.4 14 2 1760 1/20 77 312 385 1/3 (1)1X25.0X20.0 3.61 13 4 9.2 16 2 2400 1/5 101 373 450 1/3 (1)1X25.0X20.0 3.61 13 4 9.2 16 2 2400 1/5 97 373 450 (1)1X25.0X25.0 9.2 2 2400 _88 373 450 (1)1X25.0X25.0 9.2 2 2400 88 373 450 1/3 (1)1X25.0X25.0 3.61 13 4 9.2 20 2 2400 1/5 92 373 450 1/3 (1)1X25.0X25.0 4.89 13 4 13.4 16 2 2400 1/3 128 450 500 (2)1X20.0X20.0 13.4 2 3200 130 470 520 (2)1X20.0X20.0 13.4 2 3200 130 470 520 1/2 (2)1X20.0X20.0 4.89 13 4 13.4 18 2 3200 1/4 130 470 520 (2)1X20.0X20.0 13.4 2 3200 130 470 520 (2)1X25.0X20.0 14.4 2 3200 132 485 535 (2)1X25.0X20.0 14.4 2 3200 132 485 535 3/4 (2)1X25.0X20.0 4.89 15 4 14.4 20 2 3200 1/4 132 485 535 (2)1X25.0X20.0 14.4 2 3200 132 485 535 *Designed for single point power supply. See Minimum Circuit Ampaclty chart for ampacity ratings. NOTE: Four and five ton Canadian only models, 049Y & 061 Y, are not ARI listed. GENERAL TERMS OF LIMITED WARRANTY* Rheem will furnish ;a replacement for any part of this product Compressor ............................. Five (5) Years which fails in normal use and service within the applicable Any Other Part ........................... One (1) Year periocl stated, in accordance with the terms of the limited *For Complete Details of the Limited Warranty, Including Appllcable warranty. Terms and Conditions, See Your Local Installer or Contact the Factory fora Copy. 3 ., r . ···----J • • • ro NON-RESIDENTIAL LAND OWNER: PLEASE READ THIS OPTION AGREEMENT CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND THE OPTIONS BEFORE SIGNING. THE OPTION YOU CHOOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY. THIS OPTION IS AVAILABLE ONLY AT THE TIME OF BUILDING PERMIT ISSUANCE. PROPERTY OWNER SIGNATURE IS REQUIRED BEFORE A BUILDING PERMIT WILL BE ISSUED. ({)vD RK. 1 s'/e ve &,/'9 7SS-·;? bS/ Name of Owner Telephone /Vf>o(p ?'lA /JeLI/A//(Z_;, /f16.G""7fe/4c; 9 4t/v' Address Project Address vv Carlsbad , CA 9~CJO 8 City State Zip Code City State Zip Code Assessor's Parcel Number, or APN and Lot Number. Case# Building Permit # As cited by Ordinance No. NS-155 and adopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All Non-Residential Property, upon the issuance of the first building permit shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX - ONE-TIME or (2) assume the ANNUAL SPECIAL TAX -DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by signing below: D EREBY ERTIFYUNDER PENALTY F PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Option (1): I elect to pay the SPECIAL DEVELOPMENT TAX now, as a ONE-TIME payment: Amount of One-Time Special Tax: $ ef O , o ~ ~ .,s-/ ' Signature of Owner of Land Date Option (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five {25) years. Maximum Annual Special Tax: $. Date The City of Carlsbad has not independently verified the information provided by you or the developer upon your behalf .. Therefore, we accept no responsibility as to the accuracy or completeness of this information. NON-RESIDENTIAL . CITY OF CARLSBAO -COMMUNITY FACILITIES DISTRICT NO. 1 SPECIAL TAX CALCULATION WORKSHEET FOR THE DEVELOPMENT OF NON-RESIDENTIAL PROPERTY .,. PLEASE PRINT O ONE PER EACH BUILDING PERMIT .,.,. BUILDING INITIALS: __ t'\,_f _J... ______ _ PLANNING INITIALS: ___ {l!~------- DATE COMPLETE IN BUILDING: __________________ _ DATE COMPLETE IN PLANNING: ENGINEERING INITIALS: -------------------0 AT. E COMPLETE IN ENGINEERING: __________________ _ FINANCE INITIALS: --~------DAT!; COMPLETE IN FINANCE: ______________ ~---- DATE BUILDING PERMIT ISSUED: __________________ _ REQUIRED INFORMATION: DRAFT: _____ FINAL: ______ _ BUILDING: A) PLAN CHECK NUMBER AND/OR BUILDING PERMIT NUMBER: BJ PROPERTY OWNER(S) AS LISTED ON TITLE: C) ASSESSOR'S PARCEL NUMBER (SJ OR Af>N AND LOT NO'S FROM RECORDED FINAL MAP: z.: \ Z... -oq z.. ~ l l O D DJ DESCRIPTION OF WORK: "LGq'i M..o..vvt. ~oc; 8 W 1-lO<J1 _e;:,_ PLANNING: r-1--:-11 E) DATE OF INITIAL PARTICIPA-TION IN CFO: F) GENERAL PLAN DESIGNATION(S): (BOXES PROVIDE FOR THREE DIFFERENT USES, EXPAND AS REQUIRED.) ti) PM t2) I F3) _ G) N.ET DEVELOPABLE·ACREAGE THAT WILL REMAIN .BY GENERAL PLAN USE AFTER THESE STRUCTURE(S) ARE BUILT: I G1) ao ,Ac.. AdG2) AdG3) AC HJ TYPE OF LAND USE CREATED BY THE ISSUANCE OF.THE BUILDING PERMIT: IH 15/Nbur;T Fv ~'/ Nl:J5 S P,/J ll/t._ .IH2_>' I H3) ENGINEERING: I) SQUARE FEET OF BUILDING PER USE INDICATED IN (HJ ·ABOVE: 1 11) 112) SQFTI 113) SQFTI SQFl J) IMPROVEMENT AREA (CHECK ONE): . / . WITHIN THE BTD -IMPROVEMENT AREA I (I/) OUTSIDE THE BTD -IMPROVEMENT AREA II ( K) LEGAL DESCRIPTION: (REQUIRED ONLY WHE'N G ABOVE IS.ZERO(O).) PARCEL .. lf.::J ___ OF PARCEL MAP J;d= .. -~/::.!J..~-;;.. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON .::J1J f 7 ____ ../ '4,~ (.:l_,r,15°. (IF THE ABOVE IS NOT ADEQUATE' A FULL LEGAL DESCRIPTION MUST BE ATTACHED.) c.:I B=-U=-:.::I L:.:D::.;l..:..N=-G=-: .:..F.:..I Nc:.:.:A.:..N:..:C:;..;1.:..A:.:L:....:..P-=O:.:.R.:..·T:..;l:..:O:;,,;Nc.;,...;T;,,..O=....:B=-E=-cF:..:l.=L-=L-=E-=D;,...,::O:..:U;.,T'-=B'-'Y'-"M;:_;1.,:_K:.:E:....:..P-=E:..:T...:E:.:R.:..S;;c..;::;O-'-N,;_;:O:..:R-'--'-F-'-A,;,,;X"--'-T-=O=--=B:.:.A.:..R.:..B::.:.:A.:..R:.:.A.:.....;,.H:.:.A.:..L:;,,;E=.....;:2:..:9:..:8;,,..-_3~7.;;,8.;;,3 ________ ......,I ' ·-FINANCE: L) SPECIAL DEVELOPMENT TAX -ONE-TIME, RATE PER SQUARE F,OOT:(FROM SPECIAL TAX TABLE i I I I I •-> I~ 1) "Z.. Z..l8s 1~2) I ~3) M) SPECIAL TAX -ONE-,TIME (Ix L): I M1) : ,~2) 1~3) S. OBUGATION FOR UPCOMING Y.EAR: IF THE PARCEL IS ISSUED A BUILDING PERMIT BETWEEN MARCH 2ND AND JUNE 30TH, AN O~LIGATION FOR THE UPCOMING YEAR IS 9REATED AND WILL BE LEVIED IN THE FOLLOWING FISCAL YEAR. -=i':'i:.:/.i:·',:·:·,=TOTALPAYOFF..dP:TION:=-h·/= ·\ ,:,,:llsuM OF (Ml ABOVE. ·THE SPECIAL TAX LIEN ON THIS PROPERTY, WHEN CHOSING OPTION 1, WILL BE RELEASED WHEN ALL OUTSTANDING OBLIGATIONS HAVE BEEN PAID IN FULL. IF THERE IS A OBLIGATION FOR THE UPCOMING YEAR (N), UNDEVELOPED SPECIAL TAX WILL BE LEVIEOH-i THE UPCOMING FISCAL YEAR, AFTER PAYMENT OF WHICH THE LIEN WILL BE RELEASED. IF THERE IS ONLY THE CURRENT YEAR'S OBLIGATION OUTSTANDING, THE LIEN IS RELEASED BOTH INSTALLMENTS ARE PAID. IIOPTION 1: $ "(o Lo~o .s{ DISTRIBUTION OF PAYOFF: ACCOUNT NO. 430-810-1340-8032 :\:}:-:,::'.'.;: .. /\:,,,P.Ass:.THRU'OPTIONJ!::,.,:/:.,:,.':.:·:.:-_:.::·nsuM OF (M) ABOVE TIMES 13.81"· THE AMOUNT SHOWN IS.THE MAXIMUM ANNUAL SPECIAL TAX LEVIED FOR A PERIOD OF. TWEN-TY-FIVE (215) YEARS. IF THERE IS AN OBLIGATION FOR THE UNPCOMING YEAR (NJ, THE UPCOMING YEAR'S TAXES WILL REFLECT THE OB'LIGATION OF-UNDEVELOPED LAND TAX. THE TWENTY-FIVE YEAR ANNUAL SPECIAL TAX WOULD BEGIN IN THE FOLLOWING FISCAL YEAR. DISTRIBUTION: A COPY OF: FINAL CALCULATION SHEET, BUILDING PERMIT, AND-SIGNED CERTIFICATE A COPY OF: FINAL CALCULATION SHEET,_ AND SIGNED CERTIFICATE ALL ORINGINA'LS FEBRUARY 4, 18114 II OPTION 2: $ 5. S3C:,. <./'i CFO NO. 1 INCOMING BOX PROPERTY OWNER BUILDING PERMIT FILE VALID UNTIL ___________ _ I .-. ~ ... .. , . 1 ;}q~ f//pJ s 'ShtllJ' CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No, DEVELOPMENT PROCESSINC SERVICES DIVISION ---- 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 Thli form sh~II be used to determine the amo1,1nt of $c;:hool fees for a project and to verify that the project applicant has complied with the school f~e requirements. No building permits for th• projects shall t,e Issued until the certifi~c.ttion is signed by the appropri•te school dl,trlct and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: V Carl5bad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-06.10) . Encinitas Union -101 South Rancho Santa f:'e Rd •. Encinitas, CA. 92!>2~ j;-19) 111,-1;300. Project App~ ff,VO ~£_ .S Project Add ~1~ 7/f &2 S ~//uc:7 ;l San Marcos Unified --=1290 West San Marc:Ds Blvd. San Marcos, CA 92024 (711fl-47'76J __ San Dieguito Union High School 710 Encinitas Boulevard Encinitas. CA 92021J (7S3-6491) APN;4/d-0~ _/_L_ RESIDENTIAL: SQ. F1'. of living area ____ number of dwelling units _____ _ SQ. FT. of covered area SQ. FT. of garage area. __ --,-__ COMMERCIAL/INDUSTRIAL: SQ. FT. AREA /[f, V '7 / Prepared by . ~ '--'·-& ~~ Date ~---t,_/4-,..hL ----~~---··--------------------------------------------~------------------------------~---~ FEE CERTIFICATION (To be completed by the School District) ppficant has complied with fee requirement under Government Code 53080 -~Project Is subject to an existing fee agreement __ .ProJec:t Is exempt frol'II Covernin@nt Code 53080 F(intl Map apfroval artd construction started t,efore September 1, 1986. --other sc:hoo fees paid) . Other ----------....--------~------- Residentlal Fee Levied: $ _____ based on -~---~ sq. ft. I...__.._...·---~-- AB 2.926 and 58 201 fees are capped at Jl;fs.,per square toot for residential. AB 2928 Is capped at -:21 p•r square foot for' eonunerc=i•lllndu=,triaf. .. ff 6 Ji) 6)l-JrR 2,lq~i ~sAN DIEGO REGIONAL c'-' .... HAZARDO·us MATERIALS QUESTIONNAIRE Management Division Business Name Contact Person Telephone KNORR'S BEESWAX STEVE KNORR (619) 755-2051 Mailing Address City State Zip Plan File# 14906 VIA DEL VALLE DEL MAR CA 92014 .. Site Address City State f2/oof Plan File# 1965 KELLOGG AVE CARLSBAD tit- PART I: FIRE DEPARTMENT-HAZARDOUS MA"FERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION • PalllllN CINJRI. DISIIICT COUNTY OF UN DIEIIO Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with .jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 4. Flammable Solids 2. ·comp·ressed Gases 5. Organic Peroxides 7. Pyrophorics 1 O. Cryogenics 8. Unstable Reactives 11. Highly Toxic or Toxic Materials 13. Corrosives 14. Other Health Hazards 3. ·Fiamrnabie or Comoui:i(ibh; Liquid$ 6. Oxidiztr.i · C~. 'l:h;tu,·-Rea~!h,~::-1-2-. ~!::db:.:z!!\,.:e,~ PART II: COUNTY OF SAN DIEGO HEAL TH DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: . OFFICE USE ONLY If the answer to any of the questions. is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, '3rd Floor, St!n Diego, CA 92186-5261. Telephone (619) 338-2222 prior to the issuance of a D RMPP Exempt building permit • FEES MAY BE REQUIRED ' .. Yes No 2. D Will your business dispose of Hazardous Substarices or Medical Waste in any amount? 1. D als your business listed on the r~verse side of this form? 3. D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds·, 200 cubic feet or carcinogens/reproductive toxins in any quantity? 4. CJ · Will ·yo4r b_usiness use an existing or' install an underground storage tank? 5. D · _Will yo.ur business store or handle Acutely Hazardous Materials? PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT Date Initials D RMPP Required Date Initials D RMPP Completed I Date Initials If ttie answer. to any of the questions is yes, ·applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone-(619) 694-3307 prior to the issuance of a building permit. YES NO . . 1 :~Cl Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? 2. ~ (ANSWER ONLY IF 9UESTION 1 IS YES.) Will the subjectfacility be located within 1,000 feet of the outer boundary of a school (K through ...._. ~ 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in-accordance with provisions of Education Code ·section 33190? Briefly describe nature of the intended busmyss actIvIty: · · · . . . . e A-~(}\_ UL. -m £-f> . :-J:-~ ~ '-f j Name of Owner or Authorized Agent: }_ S712AJfu,0 . c_, ·:\~r-JO\fl.Yl__ Signature of Owner or Authorr.i;·~~Ji,n and correct. ~,,_. __ Do not write· below this line FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _________________________________ _ BY:. ________ .,.-_______________________________ Date:. ________________ _ EXEMPT FROM PERMIT·REClUIREMENTS F.nvirOlimcntal Health Services DHS:HM-9171 (6/92) APPROVEO.FOR'.BUILDING PERMIT BUT NOT OCCUPANCY COUNTY-HMMD APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD County of San Diego Department of Health Services . .,_, -fiCV< :BY: XEROX TELECOP I ER 7010 ; 7-12-94 2: 38PM 6197460651-? 6194380894;l=! -. -,,.. ~t!,.J~~ :::.12-1994 14: 40 FROM PRJ MGMT NORTHERN ,-.......-1_,. p,1,,,..~.,..._ TO 4380894 P.01 \ --/ ... . ,, ... San Diego Gss & Electric 1(123 WE:$T MISSION i.Q!\0 • ~$00NCIIDO, CA 92029-,,0$ PROJECT MANAGEMENT NORTHERN Fax# (619) 746~0651 FACSIMILE COVER SHEET DATE: ~ME: ;Z :-,33. FROM: __ ~ PHONE #/EXTENSION: _____ ~--- T. 0~~'5--".1 :_ __ c,~ ._:.~~~-~ . ' COMPA Y/DEPARTMENT: __ ,,,_ __ ~---c ~1 FAX NUMBER:_....,..._ __ ~-=-~-' ,._a_?~9',-'----, __ _ PHONE #/EXTENSION:~--------- MESSAGE: ~ TH(S FACSIMILE CONSISTS OF .,3_ PAGES INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL THE NUMBER INDICATED ABOVE BY THE SENDER;S NAME. . THIS COMMUNICATION ISIN:J°~NDl:D !=OR.THE USE OF'THI: INDIVIOUAL OA ENTITY TO WHICH IT IS AOORESSJ;O AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIOENTIAI. ANO EXEMPT FROM DISCLOSURE UNDERAl"PLICABLE LAW, IF THe ~EAOER OHHIS COMMUNICATION IS NOT Tl-IE JNTEN0&0 RECIPIENT OF\ EMPLOYee/AGENT RE$PON$18LE FOR DEl,.IVERY TO THI: INTENDED RECIPIENT, YOU ARE HERE8Y NOTIFIEO THAT ANY 01$$EMINATION, 01$TR16VTION OR COPYING o,: il'IIS COMMUNICAtlON I$ STRICTLY PROHIBIT&D, IF YOU HAVI: RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY SENDER IMMEOIAi"ELY BY rELE~HONE AND RETURN THE ORIGINAL COMMUNICATION TO SENOl:A AT THE ABOVE ADDRESS VIA U.S. MAIL. * * * * PLEASE DELIVER AS SOON AS POSSIBLE_* * * * •, -~- RCU BY:XEROX TELECOPIER 7010; 7~12-94 2:39PM; JUL-12-1994 14:41 FROM PRJ MGMT NORTHERN TO 6197460651-:'l 6194380894;l=I 2 4380894 P.02 ,. '<$..-.. _. .... soa" •••t'E San Diego Ga• & Electric !$~~ WEST MISSION·R¢At> • ESCONDIDO, CA ~iQ:iM109 July 12, 1994 MR CARL SEUSS HAMANN CONST 4 75 W BRADLEY AV EL CAJON CA 92020 Subject: Knorrs Beeswax 1965 Kellogg Av, CB Dear Carl; PLA 590 PROJ# 403778 CERT# 868 985 588 We have arranged for the serving pressure at this project to be 5 lbs. The decision to serve at this pressure was based on the following gas load information which you supplied: Boiler Vaporizer Heating/Air Conditioning Wax Heaters Future Manuf. Equipment Total 170 CFH 245 CFH 125 CFH 800 CFH 8,500 CFH 9,840 CFH This analysis applies to the serving pressure only and in no way constitutes approval of a meter and service location. We will need to discuss our metering and service requirements with you at your earliest convenience. I will need to have an elevation plan for the wall you would like to install the gas meter on. The serving pressure is subject to change if the gas load varies from that listed above, or the proposed load is installed more than six months from this date. If either or these conditions should occur, please send us updated load information for reanalysis .. Service to this project will be provided in accordance with our Rules for the Sale of Gas on file with the California Public Utilities Commission as of this date. If you would like a copy of these Rules, we would be pleased to send it to you. .. , RCV_ BY:XEROX TELECOPIER 7010; 7-12-94 3:20PM; JUL-12-1994 15:22 FROM PRJ MGMT NORTHERN Mr Carl Seuss Page 2 TO 6197460651-'; 6194380894;j:j: 2 4380894 P.02 You should recognize th.at the installation of customer-owned gas facilities is subject to codes and regulations 9f the State and local inspection authorities. If I may be of further assistance or if you have any questions concerning this analysis, job coordination, business negotiations or our method of service, please call me at the number listed below. Our hours are from 6:30 AM -4:30 PM, Monday through Friday. Sincerely, Michele Kaiser Customer Project Planner Telephone: (619) 480-7651 MMK:js cc: Mr. Dean Smith, Structure Form TOTAL P.02 l'fGS' k.e.~~j;~,.~~,--~·\ ?&011 T l t--up . . . ----·--·· ... i ,< / I' --~ l l, ?. fr {\t-( \0 C.<;3; l . ; f 1./1--{_ r#!o fkf~i j IJO(... Ptfl>/,ca-+--c.. -FD <f/cJ7 6~/VI ( f-w/4,, fu1-1~ . ()~ . fli:-<AA0.,~ I~ C.X.Hf. {p(t<{!~'I ["o (l/1y;v.1v~ ~ 1_,;A/5· J/1 Clr"cr:,al 7r:,·/,.J; G(rC<?/:'tJ-{2,e.4? /,,(; 1) J'5 }<r<I ~N ·- (, /e_, 1 ) /1tl~. lcscrJ_,, FINALE ·ri ¼"' \ \ ..__, APPROVALS Date ___ 1(C4.9P1 __ . B~ilding _ _,. ______ ,:,1::mning . ,::ngineering_ _________ Fire _ .• _______ Coastal _ . ____ Health ______ Assoc T DATES 0 -:-7 '=•r-r;- \\ -~ ~ic::in, , ··,,·, Z_fi<i;i' .. ::. -f-·-:.·:-:_ H.:.\7MATl=ORM :_,j/i'j_ .. ~-• ___ __ ',i;~Tf:-~pp lo·] ' --t -· · :;::,: !=ORM ·-------1-·------• .• ... ~!+tf-1-------) . ·. -,,'(:' ,l ,~ORR ---·---· -1-..i(I 1( -~ -• --_"i_ ' . -·. ., -·~S i--.. ----1:.0til::-:itiOA PLANS ....._ ____ C OF 0 . '·. - ; .· "--·-" ·-" _: -.i : : . t: · .. ; r. -. NOTES: . 1. . 2. 3. SEE SHEET 'A2' FOR GENERAL NOTES, WALK NOTES, RAMP NOTES, PARKING NOTES. FIRE DEPT. NOTES. ANO CURB RAMP NOTES. THERE ARE NO DESIGNATED FLOOD PLAINS, OPEN SPACE EASEMENTS, OR OTHER DEVELOPMENT RESTRICTED AREAS ON THIS SITE. SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. 63'-11 • , , ·--------- ' _ _._f..;.t;:..;.L,~L-0_~ ____ 4 . L rn VtCINTY MAP NOTE: THERE ARE NO BUILDINGS WITHIN I 00; 1t THIS SJTE NOTE: SEE CONCEP1UAL GRADING PLAN FOR GRADE JNFORMA TION (~--~ 250.00' 250.00' N 80' 25' O.(:;'E ------, , -------p ;, I - i · 30·-o· --' ' , . . J.,. 12·-o· 26'-0" 35·-o· . 1' -;,,-1--_ EXJST. PHON f(ll.JIPMENT I 36 ·-o· 26'-0" r·~: ' ,' ' , ', , ....... I' ! ' ' ; I --71. , . I \. I . \ I \ I ' ' \ I \ I \ I ' \ ' • I \ , ., I I I . I I \ .,' \ I ' I ' I \ ' \ ,' •· _· . \ I I ' I \ I ' I \ I 'I ,' , ,, , 6' o· HIGCCCJNC.. FENCE ' / / / \ \ , ' ' TRASH ENCLOSlff 0-------~, J I ----- • 0 I . lB PROVIDE LltlCH ARE WITH: 2 -~· DIA. HETAL TABLES 8 METAL CHAIRS I DfCORATJVE META TRASH RECEPTlCA / ,, , &, 0 z • I 0 . ~, , --{)f e<Jfik~Vf CONC. PAVJIIS • 0 . I . In - • 0 I . .... N • 0 I ., - , ·----.. -- \ \ ' ' • I . ,,j ' I • ,' I . , , . I , --' ' I \1 ; " s·o· HIG1 CHAIN LIM< FENCE. PARKING Tsa ' I . I I I • • lD . 1 "' CX.llNG GATE ~ C C s·-o· ·! ··(Tl I . I ,..__ in . C, I ' lCl - -. 24 ·-o· HIN. TYPICAL "· ___ __, i I ~I < I rt I 1s·-o· ~ ....:'...~,d ) C C . j C . d TYPICAL COMPACTSPACE ' I I I ., • TP-7 ~ D D D i D iil [j D ' 0 ,. ..J D rrl D "' D "" D ~ D I-D D D / 2' HIGH CON~. BLK. AETAJNJNG WALL PER CITY ST~NDAROS . • I • ·• I • . . 1 Tsa I I 1 CONCRETE PAVING "· u· .. PRO~OSED ~UILDING TYPE V-N G(JNSTRUCTION . SPRINKLEREtKf 113·0 00) ·· B-2 OCCUPANtY ~1 (SINGLE TENANT I UStRIAL). (CANDLE MAKER) PROPOSED GWE=28ft TP-2 Tsa a / PROVIDE SINK, cot.mEA. Ar,[) TABLES AT LtklCH RM . ELEC~IC HETER LOCATWN. ~ .__, _______ _ TYPICAL FU..L CONCRE1E FL_,:,,ll'l!lol~-...... [ SJZE SPACE --- af B '-6" M 1· · i VAN 'HC' • . C, I • 1 • [;\ I I ,,j . ----.&;-~ I . ' I . ' < \ .. · ,' . I ' : .. ·'',· I 1 '. ' 'l I I I . I I :, ,,1 ~ ' I , .• ,:1;, -1 • \ . 1 f!l, . ' . ' . If! . < : ... , af ···: I / ~ -.• u ·I~ -~ I I I I I I l f g!I ~-~I ~-.~! _J ~\ I I I I 0 I-"' ~ -~..J _,_ >-W UlW -a: Xl-wu, " '' ,, I ; I • . 1 I o~------~-l!,=d=d=4 ==4c=d:=±==bdbd=d~c=1.cc_c=,_=·-*·-=-=-h .. ce,.,,cc __ .; __ ~_==_ :::: __ :,.., __ =-.=1 .. -,.,PL=-=ANT,l,_c:IN=G=A":R'c"EA=:-~c"'s~wA=,_l~E=-:"--,,!·'=-=· .. =-d-.,,, __ ="'=,.,=.'-,.,-,,.-=±==l """·~---L·- I · ? ____ -_ j ________ ~: !]..:=:!::======-,-----4--------,, '_J :: -... ' I . \ ' \ , . , r I I ' \I ' I I I J I I I I I I , , --, , -----::----' , ..... ... ... · ... 2so.oo· N·eo• 2s---;--ff,4'{' E ... ' ' \ ,, \ I \ I \ I I I I I I \ J \ f 120·-s-: ' J I 1 ' ,. . I I ' , , ·-o· --~ --..--.!.. ----+-r-·-- , ', ,/ 61STING MOOJFiro-:[YPE . F' ', , ' CATCH BASJN & STORM :QlAlN ' 1 PER JMP. IJWG. 241-06 , ( \ , '\ . ' \ I \ I ''92·-5· ,, I ' I ' I t . I I I I I ' > .. . . , , , , 20·-o· D . ..--El<JST. £LEC. -EQUIPMENT 0 1· j I . I . . .I I § I I I I ' SITE INFORMATION LOT AREA BUILDING COVERAGE UPPER FLOOR TOTAL BUlLDlNG AREA LANDSCAPE AREA PAYING AREA 55000.0 SQ FT 15457 .1 SQ FT 2614.1 SQ FT 18071.2 SQ FT 16185.9 SQ FT. 20742.8 SQ FT 28 .1r. 4.8¾ · 32 .9¾ 29.4¾ 37.7¾ SG. FOOTAGE OF REOUIRED Ei'f'l.OYEE EATING AREA 108-4 SG. _FT. 1.263 AC SG. FOOTAGE OF INSIDE EMPLOYEE EATJNG AREA PROVIDED 419 SG. FT, · SG. FOOTAGE -OF OUTSJOE EMPLOYEE EATING AREA PROVIDED 1480 SG. Fl • . T01 AL SG .. FOOTAGE OF EMPLOYEE €A 11 NG AREA 1899 SG. FT. 'PARK.ING TABULATION PARKING SHOWN OFFICE. • MANUFACTURING · 'WAREHOUSE . OUTSIDE STORAGE · . PARKING REQUIRED AVERAGE DAILY TRIPS OFFICE; SINGLE USER · MANUFACTURING . WAREHOUSE· 0 10· 40' r-.•** .. ~ . =, . iii/\&{ . 5' · 20' · LEGAL: LOT 47 OF 1372.5 SQ FT 12699.B SQ FT 3998.9 SQ FT 1556.4 SQ FT 1372.5 SQ FT 12699.8 SQ FT 3998.9 SQ FT . CARLSBAD TRACK No.81-46 UNIT No. 2 IN THE CITY OF CARLSBAD. CA 43.0 -5.5 fl 1 PEA = 91.7 fl 1 PER = 4.0 fl 1 PER =. 1.6 fl 1 PER 42.B = 13.7 fl 1 PER -50 .8 fl 1 PER = 20.0 fl 1 PER 84.5 ASSESSOR'S PARCEL NUMBER 212-092-11 ADDRESS: 1965 KELLOGG AVE. ZONE: · PM .OWNER: . STEVE C, KNORR 14906 VIA DEL VALLE DEL MAR. CA. 92014 619-755~2051 SEWER DISTRICT CARLSBAD SEWER DIST. 438-.5541. • WATER DISTRICT CARLSBAD MU'-llCIPAL WTR .. DIST. 4'.lB-2722 . SCHOOL DISTRICT. CAR.SBAD UNJ Fl EO SCHOOL OI ST . 729-9291 EXISTING/PROPOSED LAND USE: A..ANNEO INDUSTRIAL ' ·--. ' . -, . ~ .•, -·,-c-"· ". -' -' ~ • •. ·• i.. ·". , ' . 250 SQ FT 400 SQ FT 1000 SQ FT 1000 SQ FT · 100 SQ FT 250 SQ FT 200 SQ FT ··LEGEND . ar ·. ARTIACIAL fJLL: · . ;;·.-.-;: . . . . ,·· . Tta . SANTIAGO FORMATION .. -· · __ _,. . :GEOLOG1c·cor-irAcr.·1,; • TP:7 . .: EXPLORAT~Yl'~s·r'prrs ...... . -TP,50 .· . EXPLOAATORY.+EsTPrr : - •· ·dGeoSoils, lnc .. ~t-91) : .<'. 'ALL LOCATIONS ARE APPROXIMATE. ----~· PIP 93-03· SIT1- ~1_·· A ......... •. ~-.. ··~- SCALE: 1" -20'-0" .-· .·-•.;,_ ,_ . ... , > .. CD '-C . 0 .c -3 :: .... ·.~ ~ <l<J I-. ··.·.~··. . _tro' ! .: i ·. ~J C> "' . . ~ ... (t):C·.ul· ':--bi.··-, N .. _.:c. - ·-~. --,QI.-I--11\- . ··•. ..• .• .. .c. __ ·c:< 1gL , ,. \I.I , ·-UI ·_,_ -. ---~:-t--:-.. a) m-~··w· · . · a: O :.o -ju · , ' . . ; .. "· '"O '.c:· .. a: '·"!:,-·., .~--·~-'; -. ") ·,. ... ~"., ',. c-·, •. • . a:. a:· 0, , .·-c ' -,, -z, v~ t) · ... -· o· a.· .. .. ..,-. , . . ·e.c· . ' .. -. . .. ·., .-,_ .. _·:-.· · .. , ..... : ;> ':, ... -. ·o· .. -···-'-~.. .. . ·: } ; . ' ., ',_ .... .., .. ' , 1 I • I · ... ' j , -· •· ·.-I ... ··.··. ·.·.· I . I -. . ,-. . . . . . ,,,,, -. II ';, ',: . -_.. ' : ., . !I ., ,. ., .,,.-· -~ . ... ' •', ·. '-.;.,. -~·. -- . ' _. '_;.. -_-•,. r. .. ,._ -' ., .;._::_h-;, :: ·~:~,,; .. ~~.:;.;.,.~-;--, ... .:· '; ·,·.-