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Home My WebLink About2557 EL CAMINO REAL; ; 79-1529; Permit-r M DEL NO. BUILD G PERMIT APPLIC TIQ0 pp City of CARLSBAD, CALIFORNIA 920080 ( _ 1 . - �6340 TL ,,,,.,,;, ,,,t. t„ ,,,„iota ,,,,, horp,i cnarp.0 n„1v_ -Phone 7 29-1181 Perm i.t N'n- JOB ADDR ESS- �. /4m16 RE-,44- ASSESSOR'S P-'ARCEL NUMBER LEGAL 1 DESCP• - LOT NO. - -` - - - - BLK TRACT ([:)SEE A-T'TACH BD SHEET) BOOK PAGE P-AR. - - - - D.IAIL ADDRESS - ZIP- - - -- 'PHONE _ OWNER - 2 BULLOCK I S, Seventh & Hill,. Los Angeles,,, CA 9-0014 - (213) 486531-4 CONTRACTOR -, - 33`03 MAT4lln'I 'e Bl_ vd. PHONE - - STATE•LIC. NO. -CITY LIC• NO:', -3C.L. -PECK CONTRACTOR Los Ap ea•les, CA 9001.0--(213) 38.1-6711.1-82753 ARCHITECT OR DESIGNER' - p.O,: AI�.yDpjiE9]30o ®1A� ENSE'N Oi'}o n-K-61-sey - 4LADD,_ KELSEY., WOODARD_ Newport::JJiiiiBeach CA 92-660M2� U#��G12102,3 ENGIN EE.R - - m28 ff Dl�wport Ctr • E ." 'E L-ICEIJSE NO:J.JOn Thomas 5-STEINBRUGGE-& THOMAS INC. NeJwVt/ ort Bch. CA 92.6.60-(71.4)- 640-78'00 .' #,9-81• :Calif .-.,, COM'PENSAT(O'N INS. CARRIER MAIL oDREss 175 W..- 6 IRI (Indus. , Risk Insurers) Chico Jackson Blvd • SRARCH o IL- '60-6-04 - Western Re ional_-Offi USE OF BUILDING _ - F.- 7 NO.',BDRMS NO, BATHS 8- Class of -work: ANEW ' ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE '9 Describe -work: Construct new two (2) full story and partial. third _stor-starwith- steel T frame-, exterior masonry wall,, recast concr-.ete decki.A and 'concrete fill-. - 10 Chalige of "use from *% Change of use to 11 Valuation of work:$ 4,015,456..00 9� PLAN CHE K FEE S �' '�'--'�= - 4 � PERMIT FEES ! - SP,ECIAL'C NdmONS: Type of�'}^ Const.l �' - ccupanc Grouper MICRO 'FIL E� J • Size of'sIdg.//.%co, Q. (Total) Sq: Ft. No. of Stories w7 Max. Occ. Load, �V Fire Zone ^ Use Zone IC- Fire Sprin 1 s Required Yes' -❑NO AT .APP ION,ACCEPTED BY_- .. DATE A .PLANS CHECKED BY _DATE APP ' FOR' ISSUANCE BY o. of Dwelling Units 9 - •OFFSTREET PARKING SPACES: No- — No. Covered Sq. Ft._ OPe,O " NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING,.HEATING, VENTILATING OR ALR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCE D"WITHIN 120 DAYS,OR IF CONSTRUCTION -OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 1-20 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED, THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPEOIFIED HEREIN_ OR R NOT, TH RANTING OF A PERMIT DOES NOT PRESUME TO IVE A -TH- RITYT TO VIOLATE OR CANCEL THE P OVISIONS F -NY THER STATE OR LOCAL LAW REGULATING O TRUCN R THE ERFORM/aNCE OF CONSTRUCTfON. :T, Special. Approvals Required-- Received Not Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT., SOIL REPORT OTHER' (Specify) ENGINEERING DEPT, WATER DEPT. SI .0 OF 'CON TR AC TOR OR AU THORI2 ED AGENT" (DATE) - - SIGNATURE OF"OWNER IF OWNER BUILDER) DA-TE) WHEN PROPERLY VALIDATED (IN THIS SPACE) TH15 15, YUUK rtKMI I KAN'CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M:O. CASH TOTAL FEES $, ` --- /� MODEL NO. _ BUILD G , PERMITAPPLIC •TI��Ngry City of CARLSBAD,-CALIFORNIA 92008` dnnliPhone 729=1181 Permit No'. ` -- - :• rant in �mm�lata n//mhPfelll ShaCP_S O/lIV- - JOB ADDR E•SS - ,"- /AM } RR f 25 5 F ASSESSORS FAF2CEL NUMBER LEGAL LOT NO. BLK TRACT (C]SEE ATTACHED SHEET) BOOK_ PAGE PAR. 1 DESCR. OWNER' MAIL ADDRESS ZIP �,x�Pr,HONE "�' R iinJr- kgel 486 Z ��{G+ Ch R 7 lti x YAL✓#A� CONTRACTOR 3.303 M A - #' PHONE STATE LIC. NO. CITY LIC. NO. AR CHI-T ECrT ORlDESIGNER __pibiC�*'�w}p�21kyK:��}�R1Y0 LICENSE NO.r' 4 rr;pw� }9� �A�AI�,ES �+r3df ad,410- �A�R7li A' 71 �: t f tCY t�i oxt ,. s+iik 3 9F Y ..., ENGINEER M DR . , ONE LICENSE NOvan 5mas INC. VW COMPENSATION INS. CARRIER MAIL ADDRESS ' ' %T;1oks n Blvd- BRANCH y�, • ,ram+ + 6.+R.�i ,:>t.>�.M�.. •.f...?.Y•,:•��.F't.d" R;F+:rwa`.� .&'tr:c.',rr�.i.G.•d.: USE`O F'�JILDI- ¢t ° r* NO. BDRMS N0. BATHS 8 Class of work: IEW ❑ ADDITION ❑ ALTERATION - REPAIR ❑ MOVE ❑ REMOV-E 9 'Describe work: constmct tw* 142) full- st4rj'and PaXtlal thiXd 4tW��th Ste-01 ul'4M, -.1Rst - }Dr-RtT+W iot taswuy Van* .s XOM ' a* =d Ns� M.4'n' ; �,•�. ..'7' - 10 Change of use from .' Change of use to i 11 Valuation of work: $ 4#01.51-4 -.00 PLAN CHECK FEE $ Sri ' PERMIT FEE $ 4�f. e 2 SPECIAL CONDITIONS: , s Type of-- 'Const. n x k- '•Occupancy Grout MICRO RILM-FEE "�+N .•:_ a 5<rr F Size of Bldg-`XIO (Total,) Sq. Ft. No. of Stories **vrr Max. Occ. Load Fire Zone » Use L Zone•• Fire i n e s Required`ye5 0NO APP`G/A,�ION ACCEPTED BY PLANS CHECKED BY APPV FOR iSSUANGE BY 3� r OFFSTREET PARKING SPACES: DATE ;. D41 ATE Dwelling Units "' Covered Sq. •Ft. Open NOTICE Special Approvals Required Received Not Required, PLANNING DEPT. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- HEALTH DEPT. , ING,-HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC FLRE DEPT.""« TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COIvi- OTHER (Specify) MENCED. ENGINEERING DEPT. I HEREBY, CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER DEPT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO$- IVE 40� TM RITY TO VIOLATE OR CANCEL THE,- �PROVISIONS'bF -NY THE STATE OR LOCAL LAW REGULATING CONSTRUCTII N OR-1f. E ERFORKANCE OF CONSTRUCTION. « .wx SIGNATLLLt OF CONTRACTOR OR AUTHORIZED AGENT (DATE) - - SIGNATURE OF OWNER IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YUUK rr-MMI I PLAN CHECK VALIDATION CK. M.o.: CASH PERMIT VALIDATION CK. M.O: CASH r, TOTAL Ff. $ INSPECTOR Re INSPECTION RECORD DATE REMARKS INSPECT43R FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL /a v- � USE SPACE BELOW FOR NOTES, FOLLOW- , ETC. tit PLUMBING- PERMIT APIPLICATIQx City of CARLSBAD, CALIFORNIA 9200W'0434' � � c1�00 T Applicant to complete numbered spaces only. Phone 729-1181 -.permlt.NT JOB ADOR E$S LEGAL 1 DESCR. LOT NO. eLK TRACT MAIL ADDDRESSyIy, ZIP -" PHONE OWNER,,,,s r'•t' CONTRACTOR » '' , MAIL ADDRESS PHONE a"C-' STATE LIC. NQ.-J. CITY LIC. NOlip ARCHITECT OR DESIGNER 'MAIL ADDRESS PHONE LI CENS,F ro. 4,> ,(1 . .+0t; X4 AV i1 I. ENGINEER "`• .•s MAIL ADDRESS •, PHONE LISENSE NO. C OMPENSATIONN (NS.CARRIER ,yrt±► MAIL ADDRESS _ '- BRANCH USE OF BUILDING " E 8' Class of work: IEW ❑ A OITION ❑ ALTERATION O REPAIR ; 9 Describe work:��, PERMIT FEES No. Type of Fixture`drltem Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) `• $ BATHTUB " LAVATORY (WASH BASIN)_.. cr�yr SHOWER KITCHEN SINK & DISP._' DISHWASHER AP N'ACCEPTEDBY PLANS CHECKED BY "'APPROVED(OR)SS.4N{CEBY_ f� n LAUNDRY TRAY. - CLOTHES WASHER ntF. w -bAr40 WATER HEATER 1� 4r�+ NOTlCf URINAL .. ORIN'KING FOUNTAIN ?' .THIS PERMIT BECOMES NULL AND VOI-D IF WORK OR CONSTRUC• TION AUTHORIZE-D IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS -SUSPENDED OR ABANDONED FOR A FLOOR —SINK OR DRAIN SLOP SINK' PERIOD OF 120 DAYS - AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I- HAVE READ AND EXAMINED THIS GAS SYSTEMS: NO. OUTLETS - .. WATER PIPING & TREATINC,,.EQUIP. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRO -VISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE- OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR >§' HEREIN OR NOT, THE GRANTING OF A •PERMIT. DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS k PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE ,PERFORMANCE OF CONSTRUCTION.'13-r.r �AyyN SPRIN,K.LER SYSTEM ? , ; ;� .'" . SEE WER'.. _-NQMEIER •CL ANO'UTS - -- - CESSPOOL r' SEPTI_C.TAN_ K & PIT _ '�'• �'.5•. i D'I ROOF 'DRAINS .SIGNATURE CON TR AC TOf,(Oh, AUTHORIZED AGENT (DATE) �~ -� • ISSUANCE FEE $ TOGTAL FEES y SI•GNATURE OF OWNER IF OWNER BUILDER) (DATE)-:" WHEN PROkRLY VAL PLAN CHECK VALIDATION.—CK. M.O. IOATED (IN'THIS SPACE) THIS 'IS YOUR -PERMIT CASH - PERMIT VALIDATION CK. tlM.O. >y., ,CASH INSPECTOR PS-4171 ELECTRGAL PERMIT APPLI ATI N= .', Cry: O.: Citypf CARLSBAD, CALIFORNIA 92008 ` Applicant to comp/ete•numberedspaces only. Phone 729-'� 18� Permit No JOB ADDR ESS- ' LDT, N.O.'. ' BLK' -TRACT J (QSEE.ATTACHED'SHEET) - LEGAL DE CA. - OWNER - MAIL ADDRESS .Z-IP - :R 'PHONE - - - 2 MA L ADDRESS PH 0`N �.' R �1 C,NSE NNO.ST{A�E CITY CON�T-wRACO_,-+•-'•it '' ,a:?#.�ti..,!�-.+�•'i4--.� .s.� '�+.: X'w`rvr3.; E tea ARCHITECT OR-DES,IGNER ,MAIL ADDRESS• PHONE � - ,, LICENSE_NO. ENGINEER - MAIL ADDRESS ff PHONE J.o-'"{d�I`+» +4 `•,L"„+rt�it ENSE NO. 5 I'P � 'F� ' C OM P.�3E-�NSATION I.NNS..nCARRIER• MAIL ADDRESS BRANCH ,�*� - ��r, g.,y y++' A cti �"� _ f"+ +v _ s 7.vt..d 3��Tf.. c,.e �f �ro i Cf� v'v USE OF ISSUI/LJDrIINNG 7 eI.IF 6 r Yr 8 ' 'Class of wofk- EJ NEW" . ❑ ADDITION ❑ ALTERATION ❑ REPAIR >. • •V 6 9 Describe work: ""/"E €S �, 'r �.t" r 31. ^ t . PERM'IfEES- _: No. Each,' ' Fee SPECIAL CONDITIONS: -s= ;ISSUANCE OF EACH PERMIT NEW CONSTRUCTION, FOR EACH AMPERES OF'MAIN SERVICE, 'SWIT.0, ': , .1'•ell `�, "` �'�` - BY: APPRO "ED F ASSUANCE BY: APPLICATIPIR ACCEPTED BY: b :PLANS CHECKED FUSE OR -.BREAKER ' �Y �" 4p, ,?� �., DATE + NEW SERVICE ON EXISTING BLD, FOR .EA. `AMPERE OF INCREASE ' NOTICE IN MAIN . SERVICE, SWITCH, FU-SE .' THIS PERMIT BECOMES 'NULL AND VOID IF WORK OR CONSTRUC= OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA 120 DAYS ' AT ANY TIME AFTER WORK IS. COh REMODEL, ALTERATION; NO CHANGE - PERIOD OF MENCED. IN SERVICE, FOR EA. AMPERE "OF 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS, INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE F WORK WILL-COMPLIED WITH I ' HEREINR NOT,THEEGRANTING OF AW PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE SERVICE TEMP. SERVICE UP TO AND INCLU-z PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING idAMP. ;s CONSTRUCTION OWTHE PERFORMANCE OF CONSTRUCTION. A� 411 ' TEMP-. SERVICE OVR 200 P. E PER 100 s SIGN OFICONTRAC-TOR OR AU THORIyCD AGENe7�"` 1 (DA ) ,�TURE _ _ - +'�T"y..';y,.`��v'•� ..•-�'y-. .:,.:°'T.a�.">, :.-�1i ,y '~` _': �..�:'.^°"�'•xt+.. �i .. :-. -'-�•_ .. t.._.-_� q ,^ .,.,� ...v o�!'....', - `�"+,•:� AT -PERM(T:FE-- ... � -, - .,.�a..r._` - .; •-'•L n. •v.., „.ny..+=�iy:;•�+-`r. I�: g;., :'a:�:-..,p•:-: _ _ F`w ^-i y. 9y 'i^4. iY.' - IGN R 'OF•OWNER" IF OWNER. BUILDER TEo, 11N rmmirAUtt 1nib I5 Tuum ri;mmus WHEN PROPERLY VALIIDA PLAN CHECK VALIDATION cK. M.O. CASH PERMIT VALIDATION. CK:; M.O. • :; Cases INSPECTOR V,04,ill TL ECn;l 1-RERMIT APPLICATION .,'_1AN'ICA 'Cit' 6fCARLSBI'Abl"A CLIFORNIA 92008 5 - . . - Applicant to complete numberedsp,7qqs only. Phone 729-11,81, Permit No.-," JOB ADDRESS' SO a,*- 0 OLK TRACT LE:AL, leilY�T ClSiE ATTACHED, SHE ET)' DE CR "'i-I P P A"XD OWNER % N4 DR --upi 2- wuque tbom PIN .1ft ASA&Ud, Ok M55 A- -m PHONE STATE LIC. NO. CONTR ACT(IR 1, Ins I) 5t CITY LIC. NO. 3 w,�*, :GUAM '3284TT moaudoa.,6- ARCHITECT_10R OESI_GNER MAIL ADDRESS PHONE LICENSE NO. -A 4 ai{X/A way", An"Flumim. Arebitm-w. AL"�wqh-Nogqr� Bewh. C& 'ENGINEER MA'(LADDRESS �HIONE LICENSE NO. 2134%-32M 5 g#tnio Pmoritts.t.Astae, 2251_16i I'mier, ikiiv�,Buftt 1M.ftsedepa, VA RW.1 L ?mm v W I USE'OF BUILDING ry 4, ti .8 Mass Pk: NEW �DOITIQNA ?O ALTERATION REPAIR, 9 Oes"d rk: Type of Fuel:Oil F1 Nat. Gas n" LPG. El PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment Fee Air Cond. Units-H.P. Ea. 2*5 $ X OAO Refrigeration Units-H.P. Ea. 125 - . - Slc �1 00 Boilers-H.P. Ea. 3 Gas Fired A.C. Units -Tonnage Ea. Forced Air Systems-B.T.U. M Ea. APPLICATION ACCEPTED BY: PLANScH ED BY APPROVED FOR ISSUANCE BY' Gravity Systems-B.T.U. M Ea. Floor Furnaces-B.T.U. M 7 Wall Heaters-B.T.U. M �ROTICE -Unit Heaters-B.T.U. M, Evaporative Coolers THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCEDWI THIN 1.20 DA R IF Clothes_Dryers CONSTkU`CTION,0.R WO'RK-ISj§,VPPEI` A N.DQN R, 12V-:UA y ME T� pCED. I HEREBY CERTIFY THAT -1 HAVE READ -A1ND'ExAmINtD THIS'- - 'R Range -Hood Air Handling Unit- C.F.M. M-5- _A2 4w- APPLICATION AND KNOW THE SAME TO BIE'tRUE AND -CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS Incinerator or TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT- PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE JOY Cable -Rd Conunsem 5 W 46�2;kvl PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. AIr uamprenom e. 00 110-�291-19 f��,rD AGENT (DATE) -ISSUANCE FEE $ TOTAL` FEES $ ER BUILDER) JDATE) SIGNATURE Or OWNER Or OWN ............ . .. PLAN CHECK VALIDATI EN PROPERLY VALIDATED r(IN THIS SPACE) THIS Is YOUR PERMIT CK. M.O. CASH-. PERMIT VALIDATION, CK. M:O. CASH INSPECTOR 1-/2-8/601044- 2 ].'000 ap Ot7tt€ € 3 I '-'•€725i'I D ..2140- •�L. } PLUMBING PERMIT APPLICATION _ City of CARLSBAD, CALIFORNIA 92008 " Applicant to complete numbered spaces only. Phone 729-1181 ` Pe.rmit No'. y% JOB ADDRESS _ 2557 El Camino Real \vJ" - LOT NO,. -'BLK TRACT - - OWNER MAIL ADDRESS, ,2 Bullocks 7th and µHill, Los Angeles, Ca. ZIP PHONE 90014 (213) 486-5314 CONTRACTOR - MAIL ADDRESS •3 A.O. Reed Co.,- 4777- Ruffner Street, San PHONE - STATE LIC. NO. CITY LIC.-'NO. Diego, Ca., 714=565-4131 7731/154% ARCHITECT OR'DESIGNER' MAIL•ADDRESS 4 Ladd, Kelsey, Woodard 180 Newport -Court 'PHONE LICENSE NO. Drive, Newport Beach.,'Ca.. - ' ENGINEER. _ MAIL ADDRESS PHONE - LICENSE NO. 5 Stanle y-Pomerante and Associaties 251 So. Lake Ave., Suite 22"1'Pasadena , COMPENSATION (NS. CARR1ER - MAIL ADDRESS 8 Employers of Wausa-u Wausau, Wisconsin - BRANCH. _ USE OF BUILDING Retail Store - 8 Class of work: -'M NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR 9 Describe work: -Add on to plumbing system under original permit no.' 79-46,02 PERMIT FEE$' No; Type di'Tix-ture Or Item `Fee SPECIAL CONDITIONS. „ 2'- WATER CLOSET (T'OI,LET) $ 4.00 *`f% A r, I BATHTUB .34 2 LAVATORY (WASH BASIN) 4 OO e, SHOWER KITCHEN SINK-& DISP. DISHWASHER •APpLIC I ACCEPTED BY Y PLANS CHECKEDBy,APPROVED FOR ISSUANCE BY. DATE LAUNDRY TRAY_ - CLOTHES WASHER 2 WATER HEATER 4: O NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL •PROVIS,IONS OF LAWS AND ORDINANCES- GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HE -REIN -OR NOT,. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1/25/80 IG ATURE OF CONTRAC-TO14 OR AUTHORIZED AGEN (DATE) URINAL DRINKING FOUNTAIN 3 FLOOR —SINK OR DRAIN _ 6' 00 SLOP SINK GAS SYSTEMS: NO..O.UTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER -NUMBER •CLEA'NOUTS CESSPOOL' SEPTIC TANK & PIT ROOF DRAINS - - - - - - - 'ISSUANCE FEE $: 3. 0 -]TOTAL FEES 21• -OO -SIGNATURE.OF OWNER IF OWNER SU-ILDER) - - (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS d$ YOUR PERMIT ' PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION cK. M.6. CASH c'-s- *?�, `R4Sto, 0 Y a co J �r�twwr August 31, 1979 14�k ? s N o cm o CITY OF CARLSBAD U > OD CO h o N N o Director of Building and Housing g 5 1200 Elm Street v o Carlsbad; California 92008 Q o c o 1 o Attention: Richard Osburn z 0 a 0 m �`2 o Subject: BULLOCK'S/CARLSBAD II ro CL 3 Project No. 78040-00 a °' z Dear Mr. Osburn: This letter is to -confirm our telephone conver- sation of August 21, 1979. We discussed plain - faced 3750 PSI block/2500 PSI net masonry walls to be installed on the lower level of the subject building. We also reviewed the requirement for prism tests "in advance of beginning operations" imposed for the masonry in question,by section 2404, paragraph 2A of the Uniform Building Code and by our specifications. In order to facilitate a tight construction sched- ule, I forwarded a request from the General Con- tractor for a waiver of the Code requirement for a 28-day prism test prior to the construction of the wall. My understanding was that a waiver of the advance prism test was acceptable if: A. The 28-day masonry block -tests confirmed the design strengths. B. Other design and Code requirements were strictly adhered to. Mr. Richard Osburn CITY OF CARLSBAD August 31, 1979 Page Two C. Prism tests during construction were conducted in the manner required by the Code. If my understanding of the waiver is not correct, kindly advise me as soon as possible. Very truly yours, _i 9 i P. B. Wall, Jr. PBW/wlw cc: Jahns, E. Lehnen, T. Enerson, D. Thomas, D. P 0 0 0 Y al L N (h O U > S 0 0 N N O x 6 'C n o° O U d Z (L CO Cl Q O m c a € Q C a Z 1 Mv March 26, 1979 CITY OF CARLSBAD Building Department 1200 Elm Avenue Carlsbad, California Attention: Ray Green RE:cEw „ ) MAR 2 77979 CITY OF CARLSBAO Buitdin$ Dupartuleut Subject: BULLOCK'S/CARLSBAD II Project No. 78040-00 Gentlemen: Attached is a letter from.LeRoy Crandall and Associates dated March 21, 1979, reflecting revised column and wall loads for the above captioned project. As this letter'indicates, their original recommendations still pertain. Please include this letter with the soils report submitted along with our contract docu- ments on March 5, 1919, for your review and approval. Sinc ely, Ro r A. Cormier RAC/hgb cc: Rayl, R. (w/enc.) Jahns, E. (w/enc.) Thomas, D. (w/enc.) `L6 r`6Y CRANDALL AND ASSOCIATES consulting geotechnical engineers ❑ 711 n. alvarado st. ❑ los angeles-, __ Aooze ❑�213) 413-3550 v�lt VED r MAR 2 3 1979 LADD, KELHY CS Y'l:iODUD March 21, 1-979 Ladd, Kelsey, Woodward, AlA Post Office Box 2380 Newport Beach, California 92663 (Our Job No. A-76174) Attention: Mr. Roger A. Cormier Gentlemen: Revised Column Loads Proposed Bullock's Store Plaza Camino Real E1 Camino Real and Route 78 Freeway Carlsbad, California. for Bullock's This letter confirms our discussions with personnel of Steinbrugge Thomas, inc., Structural Engineers, concerning foundation loads in the subject building. Our report of foundation investigation for the subject building was submitted on October 1, 1976. We have been advised that - column loads in the building will be heavier than originally anticipated, and we were requested to review the available data and confirm the appli- cability of our prior recommendations when considering the heavier loads. The opinions expressed in this letter have been developed using that degree of care and skill ordinarily exercised, under similar circum- stances, by reputable geo-technical engineers practicing in this or similar localities. No other warranty, expressed or implied, is made as to the professional advice included in this letter. We understand that maximum column loads in the proposed building will be on the order of 650 kips; typical column 1-oads will be on the order of 400 kips. Wall loads will be on the order of 7 kips per lineal foot. (Previously, typical column loads were to be on the order of 350 kips, and wall loads were to be on the order of 7 kips per lineal foot.) The other' structural features of the proposed building will be as described in our report. The recommendations of our 'report are considered applicable to the proposed building with the heavier loads. The building may be supported on spread footings designed in accordance with the recommendations in our report. The maximum settlement of the proposed building (maximum column load of 650 kips) will be on the order of th"ree-fourths inch. Differential settlements between adjacent columns should not exceed one-fourth inch. ILadd, Kelsey, Page 2 , Woodward, AIA March 21, 1979 (Our Job No. A-76174) As recommended in our report, footing excavations should be in- spected by personnel.of.our firm to verify the presence of firm natural soils at ,the design footing levels. Footings should be deepened when necessary to extend through compacted fill and into satisfactory supporting natural soils. The inspection of footing excavations will be more critical for the presently proposed heavier loads. Yours very truly, LeROY CRAN LL AND ASSOCIATES 5 by J. D. rkgard .C.E. 10441 Executive Vice President JK-PM/kg (4 copies submitted) cc: Steinbrugge & Thomas, Inc. Q L N O f9 O U > CO (0 h Q y N N 0 m o ) O m a (00 ID U o a T r 0 m n � a O U � T 2 Z w y Y a. Q O m N o a m 3 (L Z CITY MARI1 �980 March 10, 1980 OF Rearing ® � A�9��i1►ent CITY OF CARLSBAD Director of Building and Housing 1200 Elm Street Carlsbad, CA 92008 Attention: Richard Osbourn Subject: BULLOCK'S/CARLSBAD II Project No. 78040-00 Dear Mr. Osbourn: Drawings for the subject project call for interior partitions to be braced by every fourth steel stud carrying through up to the structure overhead. The Contractor has proposed an alternative partition bracing method which would allow considerable cost savings to the Owner. The purpose of this letter is to ensure that the alternative bracing method is acceptable to the City of Carlsbad. In lieu of_running every fourth stud to the structure above,.bracing would be provided by paired 12 gauge wires tied to the ceiling grid, and secured to the partitions by means of framing screws as shown on the attached sketch. The connection points would be at 4'-0" o.c. maximum, and the partition support wires would be provided in addition to those normally pro- vided for ceiling grid support and seismic bracing. If the alternative bracing method is in any way un- acceptable, please advise me. V truly yours, F. Wall, Jr. PBW/wlw Endlsoure cc : . Jahns , E . Enerson, (w/o enc.) D. (w/o enc.) .14 AJ I A f-4-i J-11 71 -L4- ITT --I f 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 April 24,'1980 TELEPHONE: (714) 438.5621 City of Carfihab Mr. James V. Grizzell, Jr. 180 Newport Center Drive P. 0. Box 2380 Newport Beach California (92663)- Subject: BULLOCK'S CARLSBAD II Project No-. 780-40-00 Dear. Mr. Grizzell: It'will be o.k.-to use 4" tempered solar cool bronze glass in'li,eu of -laminated glass which is presently approved. Att-ached 'is an arti'cl e from March 1980 copy of Western Building Design which may be,of interest to you. RAY GREEN .Acting Building -Director' REG/91 1.1 I 0 0 3 a) 0 Y J ( ITO/ RE:CE:11q:'r APR 181990 CITY OF CARLSBAD April 17, 1980 Quitdirtg DOpartrnpht 0 o U > W 0 0 o h CITY OF CARLSBAD o N N o Director of Building and Housing AF-6 1200 Elm Street o "t Carlsbad, CA 92008 ZFE L 3 0 t o Attention: Richard Osbourn Q z a m N a m �2 o ~ Subject: BULLOCK'S/CARLSBAD II r_ a Project No. 78-040-00 a z Dear Mr. Osbourn: After much investigation as to the best glazing material to use in the sloping skylights at the two main entrances at the referenced store which we now have under construction at the E1 Camino Real Shopping Center, we would like to take this &- opportunity to request your permission to use 4" 17,' tempered solar cool bronze glass in lieu of lami- nated glass which is presently approved. To support our request, you will find enclosed a letter from Libbey-Owens-Ford Company which des- cribes tests for —i a similar installation —in Houston, Texas where this use was approved. We feel that since the lites for our installation are smaller (approximately 24" x 48") that the safety factor will be even greater. If you have any questions, please call and I will obtain the answers. V ry truly yours, James V. GrizzelT, Jr. JVG/wlw 6X - 3 cc: Jahns, E. (w/enc.) Enerson, D. (w/enc.) ate'" f L.IBBEY—€7WEN5—FORD COI'APANY 3015 WINONA AVENUE, BJ:IBANK, CA 9150,4, teiephone 213-846-2153, twx 910-498-2737 Bass 0.€;jisic3n Apr i 1 .15, 1980 . Mr. 'James :GrizzelI Ladd, Kelsey., Woodard AIA P. 0. Box 2380 Newport Beach;'Caiifornia 92663' Re: Skylight Glazing . Bull-ocks Carlsbad Dear Mr. Grizzell: With reference to your inquiry regarding the impact resistance- of glass in skylight installations, we thought you would be'interested in the tests conducted on several types -of glass by th,e City of Houston, Texas, The description of the tests run in connection with the project identified as the -Block 258 building. The test samples were 36" x 48" and supported on all four edges at an ang-le of 45 degrees. Wired glass, laminated glass (.015" plastic) and tempered glass, all 1/4" thick, were tested. impact with a 2-lb..steel ball showed fracture of single samples at the following drop heights: 1/4" laminated 5 Ft: l./4, wired 1/4" tempered 36 F-t. +%- No break at 16 ft. This was the maximum drop height attainable. As -a -more practical demonstration -we also impacted the glass with a'5 gallon container conta,in,in-g 6" of water, This was at the request of.the City of Houston representatives. From a drop height of 12 ft. the can went completely through the laminated and wired glass and bounced off the tempered glass without fracturing it. The -above information should not be considered as our recommendation because the sele-cti-on of the type of 91-ass should be made by the architect or structural engineer. However, to ensure the glazing details, are in accord with our installat-ion guidelines, we will request a, copy of the shop drawings which will be reviewed prior to our acceptance of the order, - over.... Li Mr.. Gri zzel-1 April 15, 1980 Page 2 L t:3BEE'Y-OWENS-cfJPD COMPANY If energy conservation is a consideration on this project, you should be aware that wired glass imposes some limitations because it cannot be tinted or coated to absorb or reflect -solar heat. If tempered glass is selected, i.t can'be furnished in tinted and/or coated form which will probably conserve a significant -amount of energy and reduce 'the operating costs. Very truly yours, R. A. Prickett Sales Manager Pacific Region cc: A. L. Matthews Libbev-Owens-Ford Co. ` 1200 ELM AVENUE CARL:SBAD, CALIFORNIA 92008 January 15, 1980 C. L. Peck Construction Co. Attention: Ed Berry Subject: Roof drainage at the�Bullock's store/ 2557 El Camino. Real, Carlsbad, California TELEPHONE: V14) 438.5621 The overflow drains -do not meet the intent of the U.B.C. Sec. 3207(c)-. Overflow drains shall be connected to drain lines independent from roof drains. I feel that the underground connection to a common 12" storm drain does not meet -the intent of the,.code, A change needs to be'made to meet Sec. 3207(c) of the'U.B.'C. Feel free to discuss the above at any time. Sincerely yo s, b Emile Plude -Building Inspector EP/gi INSPECTIONS SCANNED SEPARATELY NOTICE CALCULATION 'TO A ,i% WETdEAR STEINBRUGGE & THOMAS,INC. Structural Engineers A `COMP r SfG F)i/�N' REO ,INK. SdtT JOB NO. ! r 1 ( A R611 U ATURE'IS NOT VALID. U BY: ._DATE: PROJECT: I� 5- 7` DCLIENT' SHEET NO. � t 1 OF jATE: a 0 z m 0 z w J U k, ( % RECEIVED MAY 141979 LADD, KELSEY, WOODARD 9/78 NOTICE ---.! � CALCULATIONS TO BE VALID �fYs, BEAR STEINBRUGGE & THOMAS INC.'. Structural Engineers %Q ACCOMPANY SICtiNAT�el N RED INK. S&T JOB NO. y` 0 AREPRODUCEDiI61'IATUREISNOTVAUO. 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OF 1 r , �_-",!�� 3 ..._..... _ � >. -� ...• .. ; t� ',�✓- , 1 sir ,p ,.y F t i I 1-4 = L c > E �RM.OT•ICE.y Y // STEINBRUGGE & THOMAS INC. Structural Engineers C4LCULATIONS TO BE VALIO WjdBEAR S8T JOB N0._ 2 � �-� A COMPANY Si6'NAT�e' It'1 RED- •INK. A REPRODUCE ,BINATURE IS NOT VALID. PROJECT: � " � Sy' ':. DATE: SHEET N0._Y�•:-0F /.' CLIENT: DATE: 2 Lttl ., of, .a ti 7.1 .... } A � e 1 i i ... : !''i..• �':• ��. �� • .ram, tJ�.,, .. � I/ l/...pv�'� � „ x L3 �l,...'►�ct� 1 V I �iti i� i (� 'J '�, `C �c!»! 1 /. . - - ... .. 4 .. 4• . _ ►C. �' � }.� gyp/ t ..�.,..x+....j_-•.�,..,.� .,ar•.: ..�., .. -- M , m' 3 i : hi ! i t 9/78 NOTICE ,STEINB RUGGE & THOMAS INC.. Structural Engineers +; CALCULATIONS TO BE YAUO *W SEAp 71-1 A COMPANY Shll"AToe' M RED INK. s&T JOB'NO.- , - A,REPR000CEO.*dNATURE IS NOT VALID. PROJECT: �(%LLoGK SC:A, � i1�- 8Y: "f._11DATE: DATE i CLIENT: L'k� $MEET NO. OF F m O z it .J U m w Q W 0 W • L � w 'fit / � T t� �---2:•��.l�.�::.��"�- �� [/ may. � 1.� • ' . .�d1�.%. At • � �" V �-; ' : �- K� �:.�"� it oo - ter•, � 11. �� •'�.�;��--�18�:•�3� � �i::�s<: ..,'.. ' 3 I 91-1 ......... : i 4 a , i -;'�.. • ,�.''� L. + 77 .,,�!L�..'.w.. �.�`fIS;��a.a'S..y. «.,. °9.�.,.}w......�,.�.n�^x'"r,"r�...•:�:..�.�a+�•>n Ar w 1-. ..: ..., .. ... mmixol 0 ERKEL/6REENRELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project 1YU4G 0e,- t<S L S& Client z le >N Job No. R 74 - 23T / By A Date 1d - Z 2 =7 F o Z 41NlN5 I Jtq i Jo 30 _ -OVb ,rzaole 7 :3 �o ,Cvo� 7¢ 70 9z f3 7ip /o/ /o2 7014W /OG 74910,7 OOG /itJ fr %.G<%r"f� i %UB 7,0 /i 1 i F i S , � � f BUILDING DEPART �iT� R � iNOT A CONTRACI D-Q0-UMzkw- ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS .Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Client 1� Goal � llir//�'�a,►2.� �� tl�� s�� '�,o� l ��G Job No. tO %f- ",4371 Sheet-1_of gy 2� Date " 2/' J'e'D!G /ir/ r�,�"�l/4.�T/✓.J % .LE�PPf'' Gir d �D�4 L G y�,�SSaGl�S'% � .s " 5alG. r.2ssc� ¢b r�� -Sv = 39�D Z 75. • �D/�G-!t' G / � ,QG f 3/ L� ' %/ El G j / fvl.� T� t��f!� �t.% Fc AS A ,4�s j.rYl, f1 �� • l'a lAI r- :5 J' g .4 s rii'l ,QG A5 4,z-4 A&E ¢O yR/ 1/1 B_G . /97G 01P/i'i40.v w 0 2 Ii 4A0 EEl�f/E Es STRUCTURAL ENG�1EERS EDKEL%GR LD & ASSOCIAT Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project ,8w/_4,C & ',- G A Cl �pz FA �s �G s E, 9T�t92 i�9.��'Gz/yam S 4,7 S `_ p. `t .Sx rP .8S �3S.J)4 S . 9 S 3• 1 �i 30 71.rx/ J , b� '.DD1--1 awJ9,�L s � l Job No. A/74 -,"3-71 Sheet Z of _ Date' a i)7 H.`4.3�' a .j C4 nRz �i'SD�G4/� s Z Szr b 0 J F ERITEL{GIREENFIELD & ASSQG/ATEj$ STRUCTURAL EN . INEERS. Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project./�t�GGOG�S G?�LS13/?D Client L x S. ,lrit-c, $'`;-,85,��,a� ,.D-z,lJ-s.2,D 5s - iGa f8• ��. 39 - (o z .1 z el 2 1. .9 Job No.R 74 - z 3 7 Sheet 3 of By- Date r� ' S •7� )<-1�)0-3,n-8.,E¢Jr---7) -4-1;G7 7�, 7,0 , T h y,3�s7'°9f `72 fx- 7cX,w�y. 1 IL j (�-) 0 LIM Ei KELI GREENFIELD & ASSOCIATES STRUCTURAL E IVEERS Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Project — Client Job No. M 1-4 - 29' � Sheet ." `of By Date 6) ,ba s 7 fZ.S, Is, fz.J = ?.S� jr -QC) 7� jr If 1 s/ � £fib � - • rs ��.�,�•� 1'z.�.�1 _ fs©0 Sao ?f _11;le 07 4, w 5 O /1 f f D" .'U'u• � £•ba� �,BS(3y,S�y(22.5� /�1f � Z!9 - --�.�,�u�?"i' _ J�3 ' � � ' S.5`4 �•cl,,D'd'N .,'-;�j s,Dvz3 Qu�f�f3L ERKEL/GREEN FIELD & ASSOCIATES STRUCTURAL ENG/NE FRS ¢ Albert A. Erkel •Paul N. Greenfield • G. 0. Dyer Project 4w Z- Z- r7 �-,� !S � k'.LS i3 N 15 Client (10 0 - f k • � � v ram/ _ ] - . U/4, y.ss �7- s Is _ 4. 0 z 4b Job No .fil-?G Sheet S of By Ile /'' Date f' - & ' g� g7'w !T rF Ir 0 it IV .N - : G 9 /J ,� =/3 —o *s-? a 3 3 - � "�,G�2-��.'-t3,y7s.� � '`qT�, z�' k'. -- • - 2v -�`7 E,W: ERKEL/GREENFIELD & ASSOCIATES STRUCTURAL ENG/N Albert A. Erkel -PPaul N. Greenfield - G. 0. ff�}ver Pro ict +•�'� G L OG �� 15 �^^ i� L B lQ p Client gg R !S 3 2, rs,c ,bD ' /7 ��L.s -��•� »rz.7y .s = 4 .�. 7, s s. 33- 3 7 �7- , : r N w r Z 7z bp 175sS2.s e 2.71 _ .7 Ir .. • .., . , : _`�t�;-s .�',�a !� -.� �'.S�` f37„i� 9 ,/S%;� ; .f'�.3.r� .c•".��p 3 t . - - - - 2- �. ' � - - ,. - K t�K• s Y Lys 01511 ;j f%SP �IS.S� 71 u' Job No. m 7 L- 2 3 7I Sheet---ee-�f By /- lK- Date J'- G ' 3.fs( S)�272,7 0 EDKELJGREENEIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No.f� Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Sheet Zof _ Project—/ r.✓ G G r7 c- K /S Date Client t 'ems S r f-;o01411 G tov�441_ S jFXTZ-rz- /o /2.749 A6A = fD ¢ lea. �> i 716 • s v = 3�9s '�/, 24,7y Lf/lvTAT76 76 _. ^7Y/'�'� G rAG Ex f y,t, ,q L G - •yyES %� �'' � ,H S %- s /y E' . ,Yb 17S- SG o Arl `/ 7 <:'-V /f v a,, "!?6 7 : 9. /.• -7-9 /P, G L /,vim !` s 7.o 7 � �/ `. ¢ "�,✓ /tam s ER EL%SREENFIELD do ASSOCIATES STRUCTURAL ENGINEERS Job No. Af — ;Z Albert.A. Erkel - Paul N. Greenfield • G. 0. toyer - Sheet of Project e4l' 1G/V `f A'10,,b By''f1C Date t - Client L 70 3 (� /3 �•%J l/sE z � 3 W,�� 0 ERKEL/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project o Job,No. s h"t. r By ,T-1 Date /D -2 2 - 77 MAX G,3z /%G.u' k r. l) f 74.LV('3.5'!zV)4,/7.7/617,7 IZ � - . /q• ire ----- _G / 7, 77 N , 07 s 14, Y j •, 2j, 4 S� Jr. 7S 2,y 2 r' . 77 s S 7 (.Y. 7 s) S- el-7 Elw WA f 1.0 R,} ,7,7? L...%' ERI MI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job ft-2� 71-" Z 3 %/ Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project / G G l9 G 4- rS Date� /b - 2/ = 7 % Client !/Gi/n'i X re '�-- t sq 2 7 , ''�• - k, 3�•�S :3dt5IT - .1 >1 "07 37 F� 6t�sS �03.28 2 ERI rELiGREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS �� No. � jr�' ` � � 7L Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Sheet //- m Project �G 5154P 7 7 Client w G3 x.G� YS �, I Afis . r r Z.a,`f % r s1 k �Z3 La2.t�s 3c'' - . j gf :7 b z, v's { Ali- t..'a N k- 3G3, /oS.2$ :I (. r. �i ERKEL/GREENf/ELD&ASSOCIATES STRUCTURAL ENGINEERS Jobft 1?i, '13i�l Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer-- Project/.¢DBy - 1 Date 10 -2 /• 7 7 el t 3 71r.S * 36.44 Gv�- z27, el , 7-41" a., 74 ir w 3 G Y. z f- YA 3,f mr So 8, G soB.L S " 3- 2 C' s �'� `bo�� .8'� �� zS•� AO, 2 7 fS/ Q LN 37f.S 9a ERKEL/GDEENEIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project i3i! c. v c ,r'S # le 41 Client 7;w 7, .._._.� 4? — f' - Gv'G Z = 237- z G�tJr�LL s S. 9X t 4 _ z 218-1 Job No& �G Sheet-1-3—of By Date .i i B 6 f4 vOl10 le s 1.°_ . 33 ' 19 3 s �X ¢—�, x lea 4 .3 4 2-27 yo ID s /f e�3sy�-s 27,7 / t� �1�- 113, 4 ERKEL f GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project- �� C/� `S G.4'.� S i3 w 17 Client G 7G P7. C%' S s 3 ySL' c% . z/ems 15 { Yam.. 7 � �i N .y = ,00.� s zf,37 elf,1)- �, /% Y,/7 / 'I'll, 4 ys 41 7r�14 04 ii.ss- , .2 ) -�: -NO.- . 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SEE D %L G �j [ fy r.J ! 7 -2 7,1 Job No. dl,7(� 2 21/ Sheet_1,i —ot ey JP fit"' Date ,e=P��X9Z ;rA' ?- -A'7e-W MA ��P.v-cirY C1 7-w',ckW,t /0 DK5-Px Z77-' 017".W,a G>Qf',oc /Tr (1)%C 3zo K ! g .aPAc1fY 436 ERKEL/6REENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project_ 401,-p Is Client Job No. 7k " ;" ✓ / snftt___l_,� gy e 17-- Date Ad - 20 - its: V G`d' L/sr =v 14S- ba'Irtl,/.a }3/.s J'Z,6Zs'i /G7.0 K ycti 24If474O 219 0.1 SPM& AS G �r�¢A1�iA' y ER,KEL/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project x Is -Client W Job No. M Sheet-22--or Date /d'2o-7�' S'r8,rzI �►a�G G-fig%s s y.8' B'.�'`7E.ck.aY G•crf',�'cfry s /93.Ss 3, yS��,)s-.��'lfd, KAs _ { Gorr1 fS i-AI'a vvi TM �st?�. t �? 7..�8 s�.�7i,1•�/ - - - '�''. -- r'�l-'i"'Ll7L PjCi''('� � f�C��O• •-t.--'tee• .... •w r y .,-_ --'�� s s'V,t,� =G x�jf �` �3 jp _ ' 97 f �► •B ir 0,7 72. B'G *Sy x f r 7-11 11 - ^I GA G a. _ - �'• B r 3 2G,7 3.2, 71 326.7 :...TEA wV Jr 07 4(5 E. ry plodz ; . B k ram_ r ERKELIGREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No•Aty! �k $ � � Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet -- rZ. Project /3trGG dG 15 Date /b - 2 / - '% 7 . to W .� 4, 8� 9Scj : 1.7.s 1pleirE' xo;Ao is a s 7- yS,, IG cgs, !G �S 37/, 7e 5 66 �4.3zks� -`t < 2 7k 42 ZQ.Ia?) ^C3,2 �) s 5 7 Z,S�j �¢��•► 4 ys 9.33j) /:G s `.3 q.G7� -.s s 1.335 Y(7,17) r xv ylgN v+'3� 1//7.- Gv G •_ � 9 �I.� S s 74 .VS' 37, Gd L s 301, 4/ 1,VW.A4 gi !�) s 4.0S 3 7 y. OS cep . . _:5 � .nlrle"OL F14.0 4N11G . 34s�?,o) 'IL7.14 j H :,W IV t 1;'% KEj1 GRE ENFIEL® & ASSOC/AT-M STRUCTURAL ENGINEERS lob No. AlbertA. Erkel • Paul-N. Greenfield • G. 0. Dyer Sheets --of �U�Gy K By � /� Project Date ".��'•� % Client L �� 4r` 1'=Or��i�' f�' s LXiv 4- rH s /G •5' liJlr` �' %`}'E,G• A /1,-2 �,3 2,5 SELL 4r.o-e-A CWLc- w ll>�� /�'v-off � lS,y'3 t/�.Sf/y,f �y.93. ---� yJ�G► x 33 � �/3S S�� ars-�n all". Pro jpry 2 ` 27.5Y 4 30,y-i3v,f. _ Yk, 7V f /Y; s7 3 30-4•# 1"T -f 3 D, L= q J. (/1% / p K 3 3 /0pv *3 s 3o,r- tSty. L 4 12, 23 ' g3,Y3 2 3 a. S`9 N/ /a x /4, f- 915 s 7 3, Cel , Kn / o x 3 3 %Da, ' / 3 S 'nZ. �eA4 62t4 N'4502,-- /0 3a, �o,9y 2 3 7. /S kv /P X Sy Av `2 Z - Ad- 2- `, 2- 6 ERKELI GREENFIEL® & ASSOCIATES STRUCTURAL ENG/NEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project �� d E. k �S Ic14L20IL I /$`?" Client L rV 3 s 3.-�/41f4 4 zS./b y3.v� lob No. M M -;2 71 Sheet :9�y of By 1,e 17 Date 7 2n - 77 bud r 7,iy 7 i-9 2, ,e 9�.g� w :2 2 7,4 Gicz,c Am FT f i11' 34,1 ��Y,s'f/'f..5 ff 9 s g.t WIDE x VVIvAtoo 1w.6ax 33 /°�, T 13a 1` x15''/rq 'f,2 g7 \If I e. - t• Z- �. �7,60 f q•IZ +7,&.9 -4 y wlpa3,3 A'.gl3j" wt-02,-&� &431%� 1�J/D�33 ��=t3sK' ERKEL/G'REENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. O. Dyer Project Z&L z-UG. /< -IS Client Al, 7 x" f / I , 7 s !G, 217 j,,/ Z/ f 27, 7 46 ? �ij,j a7 V- * /,zv= Job No. 6 `S 7 Sheets —of — ay Date '% 1 d 2% rem t F9 97,s 7f` Jz,f,5140, 3 f32fL �17 1.8G lD �� 2 �30,/2 vtJllJ x wg Pam' Y3� e.-I 4(C-7 77 t ZO,Fr-4 Y1, 3 t"20,S' 33S,gK. 17 - 35 S.P �' p's 277V,S7 V1,3 4'3z,1.flfG7./f32,G�! c - 7 ,ems s �� ,sy t �,sy s 3 i z 4 /S""r 2 vvlox 71 -W/07%33 ,_peGWE / ? - 0,7 PrG. Wlnr- 77 1'01s37. ERMI GGREENRELD & ASSOCIATE'S STRUCTURAL ENGINEERS 211 Albert -A. Erkel - Paul N. Greenfield - G. 0. Dyer Project/ Client �� W .a s �._/G.l ffG•� s 3Z.2 ul l v 17, q r 4, 3 s 3 3,4 /B¢,/G '` s3- � 3 �2. ��` t �•`�'� s 30.73 W-eb zs 13 /a. 1/V J-'p -.x 3 3 4 s/ 3 j Job No. N * Sneer Z of_ By. /I StS 07#-kA CAL. c t kc O-rW S2 CiA 4 c Eo-r. 0 r j ��•Qe�ri�H Sz-F o rW c A CQ FO;ek F rg b : 2 f F v-rkr-k CA14, Fo4 �-� s 4 • a�e. t /3, ¢ y� 4,1- � 37,7 / i 7.9� tb`-ON 7.7 yf /./ 7,. 1! 11 • k 7 LY; f-I't3,i/4. t-,p y, I �- } 4`I. 3 t o.P -� b-k- 2/ 'L '2Vt 'e s / `{ / , // 141 ERKELI GREENF/EL© & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project 4%�r� G k Cr�72 LS �3r Client W to x 3� sb,7 1 t I,yz r- Job No. A' N a 3 ? Sheet—;;3 of ay Date - k 4 k, ��s/o5�f.� f/ya f�vj3f�f9•� �zoY,q� , v�/ox`1� IPw'23s II�3K�a�p ,e-Z`;�;" : 3 ,_G G �7�f. t ��.� ,�. - g 2. G U kv 10 3 3 ��,' �3s— /,g -y Or = z% 3f 3x.f,4f1 a9,2k43z,Gy s. i7�,8� /z _ ��;W, ' Sic trt i� � GAOL F. -q r.: s.e/ 3 : �`G,a:B -- yt1/� � 11A,),=/3s' ,a Faa FYy Y -2 Js _. 00 s.Z9FVY,r74S1-9 -41, " s � �./S Yvlv�3g �.i16ZIc 4! 9 b 9 7 Yrl Io x !i �a ' ry 0 c.4t F714 -w. EOKEL/GIREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS 0 Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project Client 0 Job No. 0�4 -Ml Sheet -of__ ---- By /.Z 77 Date 7 - ?a - 7 7 ,� x 8r,7��L•/fy3,s7f��,�� /7s,97 w/ox�f 1% 3 y�r 3 t Za �-t 5t•sy f o,� _ /3 q, y4 - E--5,2 I jc r ZIA3 s ��' '�/G,3S f /fi, / 3 d'3,r�Q' W/px 3 3 �cv=13J _� � :7o•SG t/o•72t zs �y�s" � /OG.7.3 �`�7 . 3I 2,Y3 �� WIDE GG �,V53l9`w Z --4 7 �/. f6 $N to x vs iAI M7 119 x Zq . -/I- - 07zW, . vvtDKfr>o +�v�1r � �a./S f/�..� f�� -�lrf, � � /4��•ta" lv/a h �q �GL � l L•Z //'.I �xzg 4-3�ZeG3 j l 7h�`G . y�.St32,lrYtG5.?pf32.1., .17 yf/,d'7-K Wtox/12 i)i sSgjY- -9 Stt CIT14C-4 CALa �9td',Sff Ad I/ � �/4 . w it? x23 ►�ws/3-�, 5u71 P.O. FTG 9 GS,2Jf /�•32/4,YZ r i7'�f2 �1�DNS-qa 75' s ti 17,12 - A0 t tw • 2y/•y2 iL w1D� 14 .44, S8 /ySd'4-1,14z4 sZ 3 /01, ID ` �cE Ox�Fe G�GG Ytl' io x 3 33 S f T 4 y 70 2s 25 '" } ERICEL/SDEENFIELD & ASSOCIATES STRUCTURAL ENGINEERS `-� Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project, Client . �� 14) 0 3 s3-4 32,Z, '2'zt 1/,V2 Z S g-try t.7?:t,l I51. 0f f 21,yz = l tog,a4 g77-,IV `� W10;K Joo Job No. In 7G 13 t/ Sheet z S of By W Date " / -- el, =-4?4 't*- 2-1 i s�7-W, ,vv fD >.,41 AZ, /'z t/Y: is 41:78 _ NIP -x �( ?;Us 3 .2 s - ,,. �, -- •- _fit � J � �. 2 :-7 `7G.3 f VV1p X10D - s V 2.G �'�2/.y2 t SS.3f�` / S /. 6 yBs,BsK W 10Y100 P�, W��ly i ERKELIGREENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS fob No.M76' Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Sheet 4--Of- Project 1 By Date - Client 71I r� . 5 5� ,� tf �f.SD �'1/ f D 3 3 ��r' f 3 .►�� ` P e fL � �' � fit- s2.(P3 -Z W/o 3 w !0X.31 14, 3� G. V.) tax 3 3 Is �vI= x�1,�f29,0�t/fL,�z fZ2.3s •. jGJ.� trLi k�lo- 100 2�Q$� ERMIGREEN RELQ & ASSOCIATES- STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project 411- 4 O il Client L u% Job No. Sheet � - f-_ By Date — 7 =,73 �7.9 f/6.414' �d'-541 s 33,G/ s 2.' �• f� K H H � iG03'�' VJ 19, x /33 '�,' 1,9 3 K' Pad = tG.yy L g7 t/3, 2k' t F, t y 11.4.73 HLl f2o.�fs3,gq �32.4 l�f�2. g�k 1n1t*2r-133 P� o31c /24,/7 I-'7,W 100 3 . s (,ed3 l09.3 2 v✓,�© < 3 3.- w /'p x3.3 �°t� S t�� t`- (0 4 ERK'EL/6REENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Client 117,71 9Y.29 122 Wtox33 i°as1313' w1D 1Og7 31 3,2 Y W l D � 33 l�K.s 13 5 57,412 2/p"'04 vVJDx4l /'r z /•3a't/z.?G -17 Z 1 7/,3� : V✓1Dx 33 (��3S" 3 51,03 417 Gf1,o3 Z 3 7. 7 Sq,%4' O St3_� //G.�2 •v�1ox3� s l7f32-G,lf Sl,o3 /dO,L% z ' 17 4124,Y 37,7 Job No.M!� Sheets? of Br A�`! Date --- W fo x 33 • iUs f3.� yV 10 'x G-4 eaJ " 3 l 9 A- J 0 ERKELI GREENF/EW & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project �'dL� Gi!C FS /',v�•� �5�11� Client - Z 'e t� AM 14 /3 7 s' _11--s 6 Ir 27 . y Job No. 10 74`11 %/ Sheet"_of — ey e*r Date -P_ 1 -77- f �L� 4 (, 5(s, 1 f 3� 7 % t. ioA. S 3 TSIPA x z�� = 5i% s s , ,7z� /. MO 27 w 2 x -Z,i x /x 6 r. ERIMIGREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project- -p 1P Client kwv I XO �3 3 .7 Fo 42-1- A-3 x 2z 'S' 1/1 ,Oo I-T q 1fl 31 74 #4 Job No. 44 74 7 Sheet —To of' —I B A'o Z 7 Dal 9-1-7-7— L 7$ 4 '/2.71/- ERIMIGRERIFIELD &ASSOCIATES STRUCTURAL ENGINEERS .lab No. /H7G " 237/ �./ Albert A. Erkel •-Paul N. Greenfield • G.O. Dyer Sheet 31 of Project %� 10 G A' S Cy 41 G S 13 4) By ,ems-_ Client L ��TiN41 Ex r. �xf�GS - V G t� S" Z. :.zit/. y2 r •v�G Jr 14 ns G- Ids D r Woe I. OA b 444G IS (0 Ef9'KEL/G EE flEL® & ASSOCIATES STRUCTURAL ENGINEERS Job No. ✓i%%� " V 71 Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer �S �'� .C'G l✓'p Sheet ? of ' Project /3 4 G Im 0,C .f gy Date Clien G 22 ��►MA <ToFL4 / 44 2 G, ,aaCl T'r /V,;P' Al' �n, },vs' W, - Q We G t? Vy/s D �� Ate? S1 �t ,Q 3 z S�F 1"G• � C �3 vcT� A, • vv F� 4` 10 �'S,O`/ 2 -��j �� i/cj II � 3�6 w�2 W/¢ � ,od 3-713 3-71g w r g 3G,a A-1,1& vV 7:- t�2 w'3-© 72/1k w 3 3 B I. Ile � 2 4� D.2o to'T/ i/� tf II A 325-r -eE50cq `a-11,5 :./g,o - ?/g' G`71A Sy,/x / `� �. -IAP jr 7z,�G STRUCTURAL ENGINEERS Job No.G 2 77 ERKEI/G�'EENI�lELtl & ASSOClATES 1y7 u Albert A. Erkell - N. Greenfield • G. 0. Dyer Sheet of •Paul Project I�LG o�.f Date—.? 7 7 Client fL� 27 VV-4 - 7,lc 7E�D JU - /l. Z f ;roll -14 le— ry Az 4.17 �rY y - - - r i --1 Ep.KELIGREENFI LD & A S'rSOCIATE.S STRUCTURAL ENGINEERS Job Nor431 4 3 7 1 Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet---! 4 of - Project oc I< fS G'AR�LS,�x'a By Date e' z' %% Client L /K to e ; 44, Y ERKEL/CREEAVIELD do ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project 4,0 4,e S CA�2LSf3�.D Client 7-6 ,G FA I Jr � / • 9/rb �G '-4 tt - 4t w .T `� l�F� L 1� 7f Job No. sneer --13-r--of— ey Date �'` 2 ' 77 S�G s _ S,3 < j ,.-XAI #17 /f rR04 - /r/ w - s' 3/6. we—tn - ,,, ,, �= /s //y - ERKEI/GREEN FIRD & ASSOCIATES STRUCTURAL ENGINEERS � Albert A. Erkel . Paul N. Greenfield • G. 0. Dyer Project Client k Gdvv. � c•n� � c i �"�' Job No. N 7G - 2 37/ SheetI e,_of By ��' Date A'I—r%� 7!B"l o1-7• s L s 7"s.3� x 71/Y, s K s,, 3 _ /, �r��?"s G /v "' •• 3 /�-x sD x 11V,0 'SSA ,'� • I 3 " .,_�.�., alb �` �� x y. _ 7/ K #1 y �n /gx /el,� L 2 S ?/ x 2 S Y/Y-1 9 �. G .. s� 3/g x Z� x / 0 �" G ? 3/ 31,p' Y/ x / fi s- =;e�tc`G f'✓ v FOc° _ j3�`/19 i D C1I lt�E d . A , L., 7_� 3 I.U°,93_._ C s•`I3 'row. vy./2 Y✓�7 f �✓ /B 2 / #0 /3 y 46 3•� 414 LASE t��t" V✓• 2 ,s2) 13 04 W. ?ItG '24,14.903P /Oxrz.9-s Vy ,4 ,4,-3, -At, s 2 2122 a3,7 l I F FLQ.-I ERKEL/RREENf/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project / G/G� GA e1..i i3 A' Client g iV-v )�*L . �.�G,��j 5 r l;p t f s Zap Job No. 147G'�37/ Sheet - 7 of -- By i2 Y - Date 7' Z f- 7 % .Sw,, <F- s sI? /#-, ry /y/K ��$• �l.D2 6/S,7s/F /-.5� G 18i7� 3.js=(rlP,Js"� f 79�1/.7s) 4,57 K� 3 3 iB IG,/ f/i K. ri G /-'02 s`,��j ��.53 f 3,1`S* t 7;9 • 34• S% s 2s� - /�.ss q7 ti'f ` 1.�a �.��(3jf7•y�c>s i i X� 7 0,6)It,xr 17 1�lf�L ,n 2 G z �. ERKEL/GREENREL© & ASSOCIATES STRUCTURAL ENGINEERS Job No. Albert A. Erkel •Paul N. Greenfield • G. 0. Dyer Sheet�� of Project 44 41,4 z O A. Date-7 77 Client G A.1 i> //, r L!� r3 4WD 2 zp �'� ''�� N s . 3 �. �l 12 S,l G 19.35 •,.. l o •8 3.E3 S•L� j•`l� I1.i3 � I �tD4,7P //.Z /Z .21 34 t1.2. 12 W Y x 3 '�z.�' ;..U3 •�s.t�t �.�.Sry iS,s4}j/SS�� /� t q An 141 WX s 1, 7 : (/ SJ . ' 01 P. P8' j. VIP . K .Sy '�• s �7, SV 72 73,�� f0 17. t,•i/ /,fix �� S " 79 MR s 3 o G ;adx� S s �S3 3 1 It, - t t I (j.p2 R a RA 13 u z ERIMIGREENfIELD & ASSOCIATES STRUCTURAL ENGINEERS' Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project—,Rz/ELr�G k'S C� �.41ep Client Job No.114 7 4 " -� 371 Sheet--3.�-._of----- By iZ � Date p 2r,3q $.3 21•77 4. �f� ! y.•,� ors .��i J- IS, 93 �/G, 67) t 32, G12/,39 d 35/,SZG 7 .34) . k 6_4 .� ' it/ 10 -11 •sue �• 3�- 3� 7�� , � 1 �`- //2, 22- 3� �•w :% 40 5 ' 3 G 30,6: /G1Y22.W% , 33 33 ` G� 2.i, b32G•� 3� R3 S 3917 ✓R s"/3,7 3 n• c. Av,c� 3•�, s � ,Ic.L2 ,39 wz�X S s- I 9 7� toe -/-,xs' 7% G'3,s.47,�41/i.67),14 .Z4 1,2d1.34) / 31 r7/ 47 ,77 G7 �z/. __�� /r,.7 q on eg•t 43 3 7 L X 13 S ,4•.y ERKEL/GREENFIELO & ASSOCIATES STRUCTURAL ENGINEERS .lob No. z 371 Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet-41-0of Project By 5 • G Date-2-7-77 Client +6): Fiea/7 OZ �� t4 i•bz (zs-ts� Zxz-S J.t%O f) e . A- 2- (9 S• L Z J -+ S 3 7, p OV y qD 7S�/z 3 z4 4s• 37s 11V Al l 6 X- 3.s 5 = 5 7, i/v 3 of��- t 1 ERKEL/GREENfIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Project a G Z- Pr —le - Client rAft XW 174i j? g"v 8 27 9 , • f I7 &. -.S) -s 3.SZ'' 'p� �• .� % �. G .S-a. � Nei S TAf �C' • ¢ • 3 . � 7' 7 7 z 7,�p K-�j s �•� l< y✓/ ra 53/,AZ 7. � � •�'�p 310, tC % .30 s ae, Job No. 4474 937/ Sheet—Aly—of By e I" Date 7 - "-%Z 9- 7.913 �R/fEt/�REE1�F/ElD & ASSDC/ATES STRUCTURAL ENG/NEERS Job No. F"IL�-` � 344- Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer Sheet___-r_,o- of.----- 1§1Project ta►L.LD tc S G' 19RZ- S /3'1 � 8y let Date 7' •�►,T77 — Client G. /C t� a ER G /A/C qrl s S i vv 2 7, tr T Z )/ s P, / 7 S16�� ` / �1 •cis ,/Ova- �ty,G=sI.G2-/d'�J=fG.f 3 s �2.4G *- "' y1f �d' x s s Ir 7f _ t, 2 To � � /• y6• 2 /.� s /33 i f ,tss SJ s s .99 wyo Vt% / z x 27t, ° .ts.3f,2 ERKEL/GREENFIELD & ASSOCIATES smum Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project C/� S C-4 JPGS i Client Et A/ b FZ ,, E Ir ' �Py ' /. •�1 .� ,sJ�o,xa,�.Z f I e-, s VEERS I Job No.107- -/ Sheet--V- —3of — ey—Aff Date 7-9 ` -' 7' 4/ 4?, 1.1 J4 y4s.L. �".y"xi.71 8'It ►�:, 3J row 1I1oX�-R D$` r z7 iyr �2y2a �'. /%� s .2�<27.J�.=�9.i 3z- f Js y � � jJ'!t� �: �r�jfj � t �,�. • 3 3 �' �} w z 1 x � ?y`,, �r�r� . -tom"-: F•1�a �� f� Y�f4 `f'; `��..wA'� � � _ l -�9 Y S. 95',z t yl,G f9icf�9,s.i �SB,L� 109.1 'es, 4S" � J,2 - 91.L 00.(o7.) 9,97,7� irk. Ss4,93,�lotti,3� S.2r Ts 7 .2 240.t 4g -I /,` ro •� - eo -g 1© -7 � 5 -37 ws(, S� ¢04 ERI(ELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS C _ ••' Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project G/;I-Al G s 9,V 4) Client, Job No.04 )/, - 2 3 ?/ Sheet�_of--- sy ti W P%-A- 7 d ! 7 s/ 7 7 70 e S3 4t S3.g 44 a i' syry aa.Y Woe G 1'e i,vE r av� S3,y�f s� . z . R,4 R5 1 fv /. G 7— K3 EGaEL/GREEN FIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. O. Dyer Project—/tlGl.oC h' 1'S /•�.E'LS 13�� Clien k vJ 4r ROW JT 7 a Y1zyY !3b r- i Job No. M r� Z) Sheet—A�'of By Date /D • S - ?� __ -I-- 1pZ—AdMk ERgEllGREENFIEZO Sr ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield 0, Dyer f - 1- '7 r. X -. s ;��" 1, Project Client Job No.,44 7 4 - Z 3� j Sheet --!!��df- By- Da 3,9 - 7.4/D 44 > Spy( ID 'Ad led 0 W" 113 r I Ll I !K (Ito) 13,7 q5, p ILI, M 0 7147 1 1%0-� I ERREL/CREEN FIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield iG. 0. Dyer. • Project Client I ko s /� i �7 .32 ie a 4,1 �_ . ,.s � y elf 4%1.!! Job No. ;" 74 ' 15 Z/ — Sheet ot___---- BY z Date 7-,?-0 ^-77 � z,Gf� � ► a yam/ 113� S a lit B'I it 7 �, lG.,77f S s /.O Z (/,4: S)6� •3%S" 3 7 k � 1•Q2 3 3- .3v.o� S'�240,S3 s��✓�0�� S. 27D 71 00, pc s wfs 3, 3 70' iP 7.3 .�0r91 to. Z R3,sy 0 ERICELIGREE fIEiA?,& ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Project �. €lG-= l,< ii C e- S i? r4' Job No.R?e' 2 3 a/ Sheet--#-&_of---- By 6- Client w f — -47 N 1�?,PIiU 7.2 3 2 ) A .. = 3 3, 12 �/3) F6- 3 74';-r3.r 34,(.`f 67 Sy.s� lne sS y v F,c, s �►.. 3� x SS?O.Vol v-r� .� t �3t?��rja /1�dr,t•� L+ N% C, S.-�.i�:p'0 fir-�,� .- �S �-G,G io G.6'-%? . fC .S s 3 `L , G � t t � "�` Z /.� � / C S 1 G.3 �- �✓� � � (: j `�, � 15 '� i'�' �- �� {o Q . I _ 7, y /�!/ ,r 8 J. 2I,77 r W qx -2,-2. `7 )e. -' Z i o912, k S %G .� �A,671 '� `71,19 W!� �' YO ERIM/GREENFIELD & ASSOC/ATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project l �Lg C '.1' C R A L Y l� /? b Client L K W Job No. A r L '1"'3V Sheet_4-1—ot--_ -- By IQ Y%— Date 7 ' � 7 - E,v}, lyx 2- V7741, i- C=,�_t.�.47 j :. /D2---e3-Oj -4 :ZrL?.f/Q.YJ !.T/�/ 2o.t�_ �b'-Q., 4• see% X- - `/Ji a'� /o-,47: s 174 Jv JQ� S,4 G.G?} ! ?.GS lb.Li} f /%.l�'ll.3Q) f /r02 �2/.�¢ s % /c L' E' 10 • i b "4 �Q� } tro�(2i.34}ta.c t�.��-t ��./ - z�,qq s �?,/3 �• 32, � 2 3 r 3 Z___�_ (!?wL 2 2 r 97 MIR 5s / � D r'9Y • EDIM/SDEENRELD & ASSOCIATES STRUCTURAL EN61NEERS QP Albert A. Erket •Paul N. Greenfield • G. 0. Dyer -Projects Client L k tti3 s 74,4-,7. 9 Job No. Z7 Sneer S d - of ey J2 Date ?' g 0-77 7a�.oz,)+ IVSs.fi �- . 3 ? 37 -�� 3 .7 � ' lei 77 7 11� 44) "' 1. DZ 13. 41 - z _ f. sal 243 EDIM/SREENFfELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project gaz Al Client rY�GA1_4 GoAd T r1. S JS DGs G4 G. 4- lie- .s �•3.�3� x�ZD..g S At zr z1r k Job No. /"17G' 23 % . sheer Q- of Date`/'�� ¢01.7-wi z""'we, f 3v EGG. s ¢D y f,DW.11,04T,f 32 : 27.3% 1' 7 ss 6 ERKELI GREENFIELQ & ASSOCIATES STRUCTURAL ENGINEERS Job No. 7/ Albert A. Erkel • Paul N. Greenfield • G.O. Dyer Sheet S Z of Project �3 L. L v G..� �s G ,�-a2 L es/1- 4 b ey Date Client 4 rD'.c-� 1,2 �`g Lt% �-,�� /4.(r)� � 2i0 �j% K� rYl s'IOt� �D� � �IK• _� °� 04 t ) 1 5 0• S �, s ,`, so . s /%G.✓ T/. ;. x1� iA1E G ?1?FieOrh 2 7/,9 rn = GS 2rl/ WR3 55L. pv 2 r ",v .4 xt ,Sr 1a PRO a To t 27 . J . SIR f 71,9 2,G S s I S's, p 0 40 (0 ERKEL/GREENFIEL© & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project .911G / ®G 1..5' 4?G. r',ot. Client A kW / 'A el. BI /D.G7 ) • 2.S 7 K D 2 (AS) 114 s 3� zw3 Job No. -1V 7 4371 Sheet ,-4 of ---- By Date ?'2 G - 7� 3 o �! jio47). s 2• 4 4 # 3Z 3z. - %Q� 3 2— *3 ,OW 3 / %6 10 ERKEL/GREENFIEL©Sr ASSOCIATES STRUCTURAL EN67NEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project i�GGDQ K �S �i4-1 .S 44""-) Client G k I? t /,ez- (7) _ 7,/�''v- 7/ 0 Job No. 947Z - 2 3 %/ Sheet sr1 of By— �- 7.. � � - 77 G c 3.2 ¢ � s I/V / �/x WAS G/.r94 (1s.7S) — /�D7 5,75,r-" ,SsfG�•36�a - =: E--r''% i.r1-E _ -2 6 iLa�-1 C. 2 TO s ¢ STY 0 ERIfEt/d>cREENF/Et0 & ASS4CIATES STRUCTURAL ENGINEERS fob No.107G Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet—. ot---- Project gy 1f Date 7 - Client 'e 044 3, //40 VI" - is / uz 7,?X 3; S s 7. �- 95 EQ 4 ERKEL/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A..Erkel • Paul N. Greenfield • G. 0. Dyer Project A04s e-4--0 GAC ii G.g-,ez-S"?w d Job No: /O 94 `2171 Sheet sZ of — Date 3 y /z. 1 ,sz�2J� t 2/1 8'AV .. .z 114C Z �- !. 7Z 2 7 2C '�� G 3C32)'1?.qY+a.2 -32;G's S/, Wl rl1 lqo t ie8rvt l� iA � gRcrnb /Q_t /,a2 ZA6)-or //159X - NJ ERKELIGREE&FIELD &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project— A., S Client vte,' W s Y/- S 7-0 , V", Ir 47 k Job WAY& f% Sheet--V—Of— Date "YA *'.% // 46; ij/ ItA W102, t?� rp 7-- z 3 k" �r -= 1�,r .i�•2s <2. J�'s z�J 3=G . LIP 7- 2ol (13 t-3 pia 3�j �� k ap_ q eTA IA- X 49 ERKRI GDEENFIRD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkei • Paul N. Greenfield • G. 0. Dyer Project ff..�l U 4 Ly G l� -S' �R h�Z_ ClientL Job No. IY L4 Sheet s~ ot__ Date 10�o to-4 Ae&rr'! . ,4 70 a 70 - : n- � 70 3z , I•y�: G o,o/ .�i�J - g,3S� f5) S z 3 p tk Vyt� = 5S ,�, IIt .2YX �._ r.2 7 AX_ ve P v � - 6k, rm EDKEL JGDEEN FIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet l of Project 6 UL L 0 C-ie Date7� Client .'e' - p �- '- Yej3 6..6 x s V4.2 Z S z is L 1 !�;,• - °• 4 �Lsts,�+ 6 zs ts� - 8 •LQ + 7.92-- /G•Z `` Z Z� Zr ZS 3 IS 7 :5 XV Z- _ / g 3 75 PV C&60-sF W /4 L-Z- s Zg.q I✓ 3 `✓ /�><Zz ERKEI/6REENf/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkell - Paul N. Greenfield • G: 0. Dyer, PrniPrt /.1 w L D G .�- eS '4 R p Client 87 AL Job No. V %d "237 Sheet � a of By—f Date7-2G'7'' -�� q./ 2a.34.- i3-6,� 33 P'7 - ?O. L f 3 o.` Z3.0i � � 2.2s i � 2 .0/ K 3 4V7.7 9 ' i,2, A,a�� i•LI to ERKELI GREENF/E'LQ & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paaul__N. Greenfield - G. 0. Dyer Project - Client 44 'e It ` A4 eW 'R fee 9, i 27.34}� 13.3 47 /a?, Z. (&W - 46 . DS'�/Q<47). 30• P 3 y,14 G3,a4- pep Job No. /774- • x3 ?i Sheet l of ey A 271- - Date 4�G,aF to S3 rPy<, F7 2-3 a8 yy��'S GS.Zfl ', �� G Z, ��r j f �s, z�(�/,�,�7� +� GS.l�' 21.4?� � 6I`, doh � /' • � �c�. P Jo 't' 9/ S C-lra i--� PSI tr t 7,y 2 q<a"f1 i yy1 iz4, 7) _ �71, 23 ff� S fL Q s = 4V 0 ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job ft-'VZ Albert A.,Erkel - Paul N. Greenfield - G. 0. Dyer Sheet—A-1- of_---- Project /F hp- ae Client A -Z 70 IC -2 3 (11)4- 90-e Y!41 ;M =. a s�4 `�ri�A Oo -Z 0 14:3, ZL"- XJ Z: Z -3 x, 17 ee' S7461 2, Itb S�V 2- r 4 Up 1517, ? .Z,74 ?f k;h ggg,n S ra ERKELIGREENFIELD &ASSOCIATES STRUCTURAL. ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project •ISWA,4 oe-' A' g4 r A A9 D Men, 10 Ire 14 1- tore (7) Z, SY Jz A J14. W, 7� 'Job No.44 74- - 13 �% Ry— Dat --- 7 - -7 C-T?— Y/0 Z P2�,C T, 7-v IV Xlh 7 144. I .E.RMI GREENNE'LD & ASSOCIATES STRUCTURAL ENGINEERS Job No. In ?L Albert"A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet-4. —.11of — Project �tl[..Li�Gk �C C14 OeL S A D By 77 Date Client K -_ --- i /69 �✓lax 30 4'i� /' ICE 3' TB I, fo k" ��-' _ 104 Z/lb 49 3 In 3 7 �. �3�iG� 60c/.3G (0I W-z7x9 s =a4s Qy ERIMI GREEN REL©& ASSOCIATES STRUCTURAL ENGINEERS .lob No. r4 r 23 Tf Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Sheet GS of Project 41 1 04CAI G ft-le L By Date ? Z J 7 Client 1 X iv.t• Z ¢� s•8Ta7 ' 7v r i:;q 6;' Z, /� tP /7.4 z L 1/,3 37 37 16 Y t0 -p /p q/. G A yf/. G t J'!- ? - S-B. Z 2 /-Zf2.2 yyy.?i 37 1. 5 s 3"99•IG `i:. 3 a �s. L ERICHI GREENIf/ELD & AMOCIAM STRUCTURAL ENGINEERS Ito/ Albert A. Erkel • Paul N. Greenfield • G. q. Dyer Project Af—I t, Client G k Mt1 i Job No. /h ?G '.l 37/ Sheet--4- k_of ey—F' Date , ' 2?-T� � Rryi �F,v4-c- D/s 61'r Alle . air'EW 1. 1O z ' jrz x� r, 38 �'��c fit R 2 / r.i3 - 7,31 fy3(0, 2��Jfl1,3G {iojt�•� �3 �3D.y5� �/ s3 �� '.i f 7. 3 t �F. ?G .f -Z - 30.75 = ". 1 2 3s 1130 -C j s 0 � 2/,.? s ��7s rA) '/. S3 g� _ 7,3 /3) Al, G %.- A3 ? !o p - S3/zq.3 �3 R Ss/�D r i f ERMI GREENF/ELD & ASSOCIATES STRUCTURAL ENG/NEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project /< i� rq .�� syp i Client �� l 0 Z—>Iq SIy;/J sl,pzk5 iz- 7Z. ro I .? i Z.. St 7.7 S, �4 �. Z •L rD h IK , /37 Job No. M 74 - Z 3 T/ Sheet- &7 of ---- By 9 W- Date i " :7 7' 7% - 32.&I/ 'f S y Tf.DG 2 IMI GREET FIRD & ASSOCIATES STRUCTURAL ENGINEERS Job No. '�7G ' Z � 7 � �E.� Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet---4of Project �1 t-t1G.f' S C� �PGS13 �9d gy y(Z Date 7:! 7-Z' Client G /< 14 L�.v E 4' . xe. ew ., 4Yo S -6, 0 4. ¢i d. 71497 20.8 32, 8� G7) ' $ 0, Ile-53..E f - S � 2t3s i'y► � . '� ✓LI R � G a -a 4 2 h 20 32. 1�i.�+ ¢ o •�U�9 L 13�-.4� unf�G�. l3L� y��v��p �� 4 `�,,�` �1a�� '/ Tk,��G� f . Gr s�ir•�itz s`o�js1 s - ss3`,`1. 7a 4, 04 _ s- s 1z •3 3 � 5 � 3 jE 2 Af 67 �s,� -Fr.y7 -7 7 rpa..Y $,y7, 4.y It yr/ ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel . Paul N. Greenfield • G. 0. Dyer Project /34/Z- ` D S 13,t P Client G Job No.;974 "Z3 Sheet--&—�Ot — ey ZI Date %' % B -77 u�'6s {i6drFiR SD�/�.) 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S = 2 7G . _. 23 4 3Zte -f Ty,f, - 1,7 s sl,a3 �k=a zt.3G 4- '21.�, �� / 1 iG. s ?&, 4.7 f G •3�} :: %r 0.2 (tr►, a _ %'i/% j� x 2,,�' -t�IT ,e b E :P, - Z t N 4 f/ - t ,3 rD ' y G 1-0 �,� Ae rn IS / /, ff�� 3n.Gq 3z.; q-lot to-g? Qb. L ", �/ p I - - W lie s q 3.3 2- S5'/. c1 ..J ERIMICREENFIEL©& ASSOCLUES STRUCTURAL ENGINEERS Job No. W 7%- 3m Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet---Zl—of----- Project GG oG �C !�'LBy Date Client_-- ;z Lfl •Gt 4 ` � 7"F�i .fib /)16 - �aNd N s b��Pccg*,�N 1114 A-1 lb PS 2,)4.2 1 - , 3'? � A'uar y,zz(�,2s� 4 39 S " e, - 2 C. pot .03 ftS cws/ dk , k4,t, A ,off 2. s 20G.s3 ' �'` fiO4 D �W s �• �y S�410 yz ERKEL/GREENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS . Albert A. Erkel • Paul . Greenfield • G. 0. Dyer Project — Client 11,14 LAI? �w 17, 3¢ ( 0 S7.1 = 73 Job No. W 4, - A31I Sheet 7 Z of ey � Date ZZ syl�r 9� ice. /N s I.B.9 /� 78• G G If'es Ls' 1411Zx2 s r3y,� yyj� s L.fl - s IL Sid 2.3 J S y3 2.34) -14 - �{ .J73 . 1.t1 • Cg f .� �.$) r s /. 7 92 .xl, 4 - f,71 r 1G.3 K 171� G-z2 10 R x �7biw - rr W//Bx SD s .1 P?./ 9 ERIMI REENREL O & ASSOCIATES STRUCTURAL ENGINEERS t- Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project d gi.It- PC, %c'.i C.�AwL s 64 Client L k t J Job No. IN ?I- ' z*37! Sheet-1-1of..._---- By Date �Ir 204(ID,J� �5'•��.$) ZI- . 79 L. It rr�R s / 7,r /YV ..,eb�,2 Za •3G �7.3` 7� Y z- 3 &3' Ile-_ ' +'•� i6�!� �.3G. 7.6 171 t.0q �p' �f 2 � z, � l.v � 3fz> 23.E �. 2�f•S/ d.?�)�. tG.3 �;i 7 ?& jS2 r(ISJ4 1r0107) 33,34 � 32 V—'2 s z 7, 25 iy7.1f z RF =2o�f, 3nn3 Xl- lid Ir/Qt9s'!'7 fC. v ��• L /D '�r� " / SfQ G l7 i� iI SIT j • �G J0, 0 �C ?a) ,� ¢B,3/ , 76 bra /* 29.�y�o:¢9% ' .?�¢��a��9 — /`/(G T•3o s > 176,.,7 yq� / f 7 9.�t S 6 EMELI GREE ,NFjfLQ & AS$OC/ATES STRUCTURAL ENGINEERS Uf • Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Project ��JLG OG.e's Gd,2Gj oz; • Client Job No. 4i171- ' Z-77/ Sheets —of By 9?X Date 3 '*2/— V ELT Wr f iA4 'o'WI`7,4,4 t' �G G /t G G J Lam.; �G^ �a7, f'(3Z) s 9x CID, K' /17� s 3 o I ► /K 1W w /Blx 7- x�q 3z'-dam �-11,V ERKEII GREENf/ELO & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Client K w w Job No. N74' 23 y/ Sheet - By fZ ►' Date 3 " 29-77 i sus - 141. Z� r 7, pit//Gx2z wEt7 5!PE LINE 2 �iP6rs'!,' , ZFIoF 4 P 70 E, EVF J= To Sa rN ..4s- _.,4,8a uE" erg, ERKELI GREENf/EL© & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project .$u4t.0e..KS CAAt-SB'a� - Client L 60 .�' 7-0 A). . ss•/%L3vw9 W=20 s�z�fo�; z.S� j.3z /. SIP . � - 2 J. 3 f �,.1 • � y �r- 6 7, 33 ,S.31,�2ss l�3 7 y;/l?x71,0 ys 711 Job No. W7G -Z371 Sheet----?G_of By - !� Date >' 9.y -77 . RA to �.6 ERKEL/6REENFIEL© & ASSOCIATES STRUCTURAL EN61NEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer - Pro ject /" 4/ G .Client �'A To 3 V 4/3 v-. 7 't 4 , G s f 'Z to, $G - /I.2 Fr* _ Job No. 41 7; - �2 17 Sheet 77 of — ey ,d V Date ' L. G s' �. 5 G • 3v W2J x 4,f . s s 471,4 l� �R'Et2/IV G- 17 s r.o 4 3s .v t�fo7) f eel, �/. ��J 4 ZS•/G 4- -3 S . G'G " 2S-, 14 _ � :. -- .s,✓yam - . - 7-�-j .•j.`�-�S '�4'f•.. �yf, _x_� �j �7J /.�.�=� /%G`�! _'`�"- j�l_iQ s-j-;�j--- - 1 41- - 1.4 S;9 7,2� - •g , If7s_�iz) f z 4) S /.-z, /l c.2. Sr 7 2 17:qj 7. it t We.) 2* ! S G, /s K. C. x- '•� 0 • ERKEL/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project6! LG G,�e' S LPG S ij b client J his' ' ! 2- Ys "�7.13�zjf.q..i /9.3 f4.38•�7's16.SS,. / : --- �s' ,.:f '� 3 13, ---_- �. / l� It'll.7SY1a,Sj 3 = IN ob No.W 7e. -1 Y7! Sheet—LZO—Pot By ' 77- Date 7- 20 -77 A,13 -1 To 97 1S �•- I,i 14.#4 , ti 3 D tQ� _ ls.I. + Jr, .,I • t.t3 s 32 1�� 2 �k ka s yV2 / X � ,f V" EDI(EL/ODEEIIFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Project — Client L 10 • M 'M .� �z 70 v Job No. en 74 -:?" Sheet___7_�2 -of ey A-iY Date 7 - I/ /ff� = //�6 s - $7, 44 fit%ZY .,t'2„ Sz �; 97 �10 ,'O- . s �. 3,1?: r V'V2 ir ...� /fix F R oyYl F To F. Co Zo L l, Ic rx 3 J ERKELIGREENFIEZO &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project Client 'Z le. q 7,r Job No. 1474- - 9 3 Sheet--b—oof� By RX7-- Date --Z--'z / - 77 - I f4 . "I 7Z. 7_ t/ Q v Cjt/e�/2.1 Zo 4,3 7 Ir"v 3 7- 1 q,s �'./z s(3� = .. 3 74- (0 ai7 7 'Ile 2— • ,/7- 12- A—' - - ;7 7Y 3 0 M_ (9 EDICEL/GDEENFIELD Sr ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer ProjectUG CHant w 4 It. 71,r 1,1- 2-e6, ) $g 2 Job No. *7G ' 171 7/ Sheet_of ey - Date 7— Z / - 47 _ �815. � . � 3 �3.T4.ti � ►NR ' D77 lift M9 k! /2 !• 3'� r 24.7 S (14) .� •_. - .•: - - _-...`-• -- SSA/� . -7'0 G 3 _ - 2.1 (5.JL-9�-s-5.G/ ,. �Sras:_q.7S-I,.Z.�G>G„p:s _ to �-- • i S 7 .� , -3 0 •.'� - zir'•/G _ -- 46 17, s 4t, VA n, 0 AI 0, S.$ 9 /, .'"" /v s le7 J 60:- I ERKELIGREENFjRD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkegaul N. Greenfield • G. 0. Dyer Projectt./L�, rare.,+ L k 1til Job No. M 7 G -0 3 7/ Sheet-4e of` —.-- By Z ) Date 7' 2'? • V f og - IG r r/ / Gx1&0 S •Sys rJ 'e` 'es 15 _ // O EDKEI/GDEENHELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet -,_of Project l�GG4G is ellp .S2FOOP By. 1v Date Z ' . Client 1 �' =ems rl t /s' 7oey1y-(1 X 'J � � G 9 - f 7s - f ivy ' 2 4,4 �? / ,D.47) * T �x .71 /0.'-7/2� Rif7F / T//,7it��J"�Zf4lN�"K�� 4 - /31,11j, S F��r��.��"i,.#�� •"•'.1 !!t!- "�_?�_�14, �j�wIV 4J s 1A� wlzxQ7 4 e. 5�,9 -9s k/r 2,-o 5.3 4 ei•jq zz.� _ - s v�r t "c/ ii�x. Z zn,?��.a S l �5,5?, g 2 42q 3 � Yf/z X -Po S or S� ... ERKELIGREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel -Paul N. Greenfield - G. 0.er Project 4e 4 tq b Client ........... ,4. 6Df 1,7) S. S,2 e) 7) + D, 9 4.,3.y q + S�,6 Z+/49 - Sail 2 mIll Job No. 7 L 5, Sheet—ty—of—_ Date- Z-77 74 3 ky + .2,p q + f �7 2.4) z, 1-17 A 4 4T.-w-'s a- lec - I I ERKELI GREENF/E[Q & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project iw f- Z. o G Client Ps7•141, ' 37S ,. -. ,r W 2-7 X 94 Ad v-r}-: o / •� /a � ,� t 3 � � 2- � �� y / 6 13 Job No. W 74 - 2171 Sheet---? S, of By ;e Date 7- Z 2 7,7 Iw M J? 2.2.<17,J� 74.01 /�///,3y try - _ - � 13c�1 � � �',�=� �• -G -�.R ate► - 31. K/ i.V4 z:r 3.j S 7 F. 2 S Zc I.13 lit er- [IV 34 x/7v I �•7,9 I Hai 2Vx tg S s /s3 ERKELIGRE -SRELQ & ASSOCIAT S STRUCTURAL ENGINEERS Job No. Itf n Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer Sheet - �- of Project �t-�GL o a ,� 'S GAGS �9.f.� By ,` f Dat- 7 % Client'k- ,� 3,& F !f x uW10 { IDsm-f J:os•s�� .S ya,S� g,t(zq,$) /.8y 3�- s1z -10 ' 1,F q-3 5 (3)-f_ 3, -S + q, -2 ' =i::: 0 S = / a a7s rti, 3 e:;l A- bG.� L�,�E _ ,& i Q-ate . / 74. s' s 7z, y7� l0,67) t /,0A7 4/ 3�i= jag-7 72.17 -- 9G.Fra - 41Q b . -Z y� G F 1: 9 To s ..,..-.w _ _. . SA �0,1,7 G,xs iR,/y A q 2r-r�S,S- So.�'y s 2 112tfY. s RF - !+G ►oast },� q.r, zg 33.7 6 4? l09,i0 1. . 72)f 7 /`/'13 `-211-� ss.5 2 b LJ ERKELI G►OEENFIELD & ASSOCIATES STRUCTURAL ENG/NEERS' Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Project i3G/G G O 5 6'V-4 4 s z'Agb Client 11 A &.12 ` Job No. Sheet--?-7�of By Date. %' 23-77 �Q a 7 4 q f' L r '12,z9 Z . 3G',/7 t� z. 3 2, i,Y yl%1,P ..77 t/G x 2 YX 411 Rp �" •9s (iG�-"7.G�'E,s.1 G/� z2:t 'p,� D( 1i Ijlr17 ? �( ��•� - - "$s 7S:0 - ter- R /9'7 1rt/�J y �` . J�f Of q.67 2,11 Wj s : ¢ 7 i � j f 7, yY (%sJ �f" f 7 . t �' f �Y f.1S(�y;}+3S;tlt.l.7.-Y-}t!%GP-Z,3.78* �•�S z,9/ 1N 2%�Ss S I/Z) R4 ERIMI GREENF/ELD & AS SOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G, 0. Dyer ProjectG/GL. Client s . D_7- 7.6 8-(s) Job No. �%17G • Z 1 Sheet--"—ot gy X� Date 7-23'17. 7.6f .you l� �2 7. ? TO S�r•z 132. _ ::_ 1�.,�-� p�a�- � /3�j�x+r1:S..��t�,t��•E . s ciz��-. � at c._ . �. 2, s� 33,7�'%►3 7.3 Fk 0 b '7o �2,7G` & - 3 Z ,- s 1/`"�1 • ERMELIGREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. /W ZM! 7 3 71 Albert A. Erkel -Paul N. Greenf ieJd • G. 0. Dyer Sheet—s-t—of 13 411- /-,p 6 By--&r---- Project Date 7 -2 1 Client V-Z 47 -4 .1,7f y47 L. 5,D7 3 C_ gr 7 V S' Yf IRS R� 7 243 (p 70 VOMM L_J L fl_� • .7 7 9 C, 7 D 7 3 J.- 7 14,:7 `7 P 7zi4-77�-S.y�/�27J Op r _Q7 —J' 3, F0 /1Y1 S. 41F f 0 -7 KI jr. Job No. �V,,7' , z37 r "Sheet of ey A T,�- Date 7. 2 3 - 77 ERKELI GREENFIELD do ASSOCIATES .STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Ila LG�' Gk tS 1�4- - R 41 5 X?Rlp Client L - �� tam - L i t�► S t, l' 0" 712 .:7126*4- t-Z,IG 21,50- 42'W", . •7'i2 •!� .: �; s 8'g(3J '.x�?-K� �Z. d��•3f/xj '.3�� - •jZ� - y.i c�,?7 ,Gz• ,L �,Fr tt 9 23r _ _ 1,77 ILI 2 2rf,71 76•.�t.` 5 .s e'/r ERMI GREENF/ELD & ASS00I'ATES * STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer - Project U 4 �- d G K I S 4", 4w L S i3 H A. 17a S, L - S,73.7/ s 2G.G,� sz,/�lr.G7f� i 13,x�t�zG 3 '� 3� 3.2. Job No.N77- 2 y/ Sheet--�-I—of - gy ly,.� lH,a-I�f•s' 93©•cy 3 S 3 3 R S, 4 s• , ------------- -7 %O LT s 7? K �.777 ie!.SE.0 Z /J --42 �RAO 76- y " 4 =7TO d ty.,i 3 -1•'4S* ' ifs, f. C14%1.7 J. f �i,syJ k TT • v, 2 q �o y7J 646 ERJ(EJ1GftEENF1ELD &ASSMATESSTRUCTURAL ENGINEERS too. AlbertA. Erkel-Paul N. Greenfield- G.O.-Dyer Project Client Z. k IA-) 6 Job No Sheet-121—ot ey E Da I It. s 4f 44F_4 .3 3 1?0�5) 2, L-�}4 3 2 Of 27 17) 4±,7 5 3) il, y '7. 37 7§ ttsr2Ytr2,7G Z7,53 -1,0547Y r41JC e2 2d,73) 13) 5?7 AV, L'7 32-,3 77 IV6 114 5 7,/ Irx qO S S kr, r; ERI(EL/GDEENFIELD Sr ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0: Ryer -Pr 'ect F! Client �r W�,p► � Eau/v�� 1 q GG Job No. #Z Sheet�ot---- By ,L p- Date C�u i vpL 'd.',vr ,ASS 4pmE Z "40 1G Ar�aa Av?2 4" lwwl)S. >� /r _ //S ! 7 i erg 3.v 47 lb. 6 /v, G 7 • 2�D --S3-B - � s/f/ GA�c*iey Lo,� b /a�,�osS `7 'IS 'iS 7'*W AI iJ4 5 ?' 23 6 b-), ZS�3 rK /ox E'RKELI GnREENHEIQ & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield . G. 0. Dyer Project �/ c.� .� . S IV Z - Client Job No,N76 "2371 Sheet-1—y—of Date- 'Y � Y 37 r�� 2�o-v3-B-8S/fi �Z) .s G Q �% 5 GA1,1Z t-r 2 S Z J K s 2 s _ J K • �j3 9.2S�F-5)-}-:/I4%� 5�/x,GSw�3 lb. 6 7 fo, G T yV /ors /l, S /o, S'Zo,� EDKELI GREENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. X ' z3 Z/ Erkel.- Paul N�. Greenfield - G. 0. Dyer Sheet�_of Albert A. Project Gsclt v c kS By 14eR - Date - ' %� Client ZIP s- '0 is k 7Go(/a.67)x Z,)� k /t s 2"77-7 (2`) f 2 7. eg I-V . Af 3.3L `I.7 •fJ.7 3.3G �G 10 10- lie 3 .17 2,77 ....... r-M LAIC '7,'Z C.c� ,26a �In,�.7% s2.77 44 _j 2 r Q44, 5? / �•Js � ,71 k- iP ERM/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project Z. 77 �1 _ 4 ------ A. r7 y!-y 47i. Job No. y, z' 'z3 V Sheet__,___of — 8y_;`�2 Date ¢ -G -Z7 - 14127x s-,� S i 2 (1..,. 't`7}'" L ,,a E- S 3 JC�a�'r' 7.0 S 8-S_.'ff 1,� 3,Y� :sY 7,23 _' Z.-.?1 �G� f L z.S _#_ •fJ_/��_ -�4`l2 f 7•z3 t`%Jx .. XF.4�f �'1.G t 3, � :I'. �`f f 7.1-3 -- S%- 4✓ Sb.3S ' w s2:7J. 37.E / _.� 50.3j t`i'7,`.--Z.�:p- /f -=- ;2'�t /4.�J J P�., "d :_��." 2,7�1�J �s4'�OIL �y��!•Z7 �y fi.vs �9� :S6.Zi�� 3 3 2.: 5,69.. l�:z7 t,os 3 'Z•— ky, 7x S s 2 Y3 ERI(EL/6REENE/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project i� I Client 749 Job No. 1147G " 23 71 Sheet�of By A? - d --R — 7 7 os" 71 P� G9� �.os t.i.aS~fs'.G9f/;0srf/127.4s:',I,k Z.S-JO,Zyo z�-0 4y13fq�y•�'t$��.8 *lie Z. (/Z,74) 3. S /✓.L? S� `tK wa f 0 f_s, s� y �� 1, � ; 7:z z 440 :2z• IeA Sol 4 p I sy1 ERKELI GREENFIELQ & ASSOCIATES STRUCTURAL EN61NEERS Albert A. Erkel -Paul -N. Greenfield • G. 0. Dyer Project z p G 1y eA o_ s /3-.4.b Mont Z A" Job No. 41 Sheet-15_ot — ey ; - - Date el'e' 77 - /D.1,7) f 97•?��27.39�7 K 3 Z Z 74 j�Lt s ffJ0.27�/.39.�d.•4T.� .s//��•7�K_ :t �ERI MI GREENREID & ASSOCIATES STRUCTURAL EN61NEERS (. Albert A. Erkel • Paul N'. Greenfield • G. 0. Dyer Project /.:e4lZ UGC Client t� (4) 1 Job No. *% 76'�37/ Sheet__2 f _ _of By- Jt° Date 77 13c��y /� 1S � � : �-?�• S I'" !�i°?L L. �, /1 � `.%" 1='.2�rr� i� 1"0 ¢ f.3 2! D� s _S Zd p A,7 S /e 74) 4- '�f- �l�7 3.3L 4 �- �4 �' G 2, � :,� ¢ , 7 f �F, 7 .. {3: 3 G. - �{l, S.% s 34.G� �`' •' `. ; :. � � !. i, H _ zr .3-5f,4,-5Z�21 R4 4 jo - . ss �B•i ERKELI GREEN &ASSOCIATES STRUCTURAL ENGINEERS 1. Job No. Albert A. Erkel --Paul N. Greenfield - G. 0. Dyer Shee L-1-K —6-,or oj — Pr -ect 41 ZZ Date- Clien -14 t?7 4- 1�7 3 40' zo 3 �/' _Avi &1,2ram? IAC - 4f7 7710 f, 4 r 4 7) A Y4 EL GREENFIELD & ASSOC14TES STRUCTURAL ENGINEERS Job Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer -SheetTof Project " l3lJ�GpGK `f G/f�QLS/ ,tl A 8y � - . " Datel� /!-2V - -- ~ Client fC LJ : 2f 8- G,3�j�- Ss'..PZ ID, d 7,� .f=$ 2/.39 ".- -'' o - y t Q 'Y 4- Z. Fl v G, 70 Al s 75"'.161 �io,�71 -� 27. 2��¢.�9,� 39�4.� lYj� s -71 W3ox/Z� -- --- �.. -'r qT"7 ��G:4} f c7 3L i to 41 4--- r .1a-4'1,-J4 6,Y;?43 t �}7�-T = o .:".IGS- .J19,U' jai-==s "1v: •:tG toy°��; s. �o q�.Ds �` _ A-- s�y 4 ,-a 2 +..-141� Snq 5 �/21�.7J vw3 kV.2 yXG/ rid 19 ERMI GREENF'IELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Client G L fovs /Y 8 ' 3 Job No. /A7L " 2Y71 Sheet_ot By nahm 3r L/ - 77 _ /p • - 8 ,� WAX , . _ �� t�rLOlN � �'E � $E1S ►1� t G s , os �o /71 s �� "ell A471.1A a- wi41x \4 .0 ERICELIGREENFIELA9 &ASSOCIATES STRUCTURAL ENGINEERS Job No7& Albert A. Erkel -.Paul N. Greenfield - G. 0. Dyer Sheet _,6_93of Project 14 L 0 4 K 'J Date -3 Client- 17 s :5 3 A-Z oleo- 3.1 'G �,Zzst/¢J f %G$ = 3 I 6 4 6 el 7, -c t 3,StS 3 -7 7 17 Alf I - 7, 7' 4W 7,1 X//�,x z &,,• S A —3 F(, 3 V, S_ 7, j- 7- S ERKELIGREENFIELD & ASSOCIATESSTRUCTURAL ENGINEERS Albert A. Erkel.- Paul N. Greenfield - G. 0. Dyer Project rO j,ec t Client Job No. 0174-SI 71- Sheet—L,g--Y--ot B — -/z /7— Date 77 ------------ Z- v 17 7,99 7- Yk- 611/ 7 1 sg 94.7 -w /;Ox 7v .4A I.A— lit er-F e lt"4-f R &7) . -7- 7,7 S 2- (J7, 2eS A- 61..7 A, M-S 7) lea" s 7-V 44 S d-V Y 67- 'e - S q 4 bl—" Oe 4-Y LO v. ►� 4- /,,Vl 1 A�. ERKELI GREENFIELO & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel -.Paul N. Greenfield! G. 0. Dyer Project x aGGOG ClientL- 4 7D 94 77 11 7 V I,St� 3,s .2.3. S� s yYb 3.33 �� - � 25 7)17,9 Job No.i1'J7� Sheet 1�_ot Date 3- 2G-? P1 -1p EJ?KELIGREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project 4,4Z4 0911,• 1 1;� Client — 4v S7S 21 z? (17,:0 17, Job No. M Z4 - 2371 Sheet--Ia-� Of— B Date 4- go 7 ;rJ 7,K- �Als ss 7,P S u �I ERKEL f _GHERIFIEL© & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield- G. 0. Dyer Project u L �,S GA R G .J Client L A1,0 'S Job No. M 7G • �2 M Sheet- ,ea. Z of. By T Date tft 4 G L. /y1d�.Sj-",aN Sa�ou e 741, ,v- 3 T8 . -4-46;rp y1/�nls.s - �'=Z.�7 I � . I ERKEL/GR'EEINf/ELD & ASSOCIATES STRUCTURAL ENGINEERS. Albert k Erkel • Paul N. Greenfield • G. 0. Dyer Project %3uLc.. O GK C Ic - ! �t��x� ./moo" �`�!►� ' `3 �f � . �3 R.R C E .0 �a� m E . !� Z 4- x . 3 r✓f�r 7's (2 S-) a SAG �/�PECTiDA) sir Plleo_67; G,n.y- L.�-i 4:0 g4�15)- J2:=31�.�) ; �z.4?`K+ Mt n W/ bE S4, •EAS 7' a. .D/�.rtwo? - L'�c1E Job No.r1174 -9-7 7/ Sheet_L"_of — By jd 77 Date wlon�`j x T v x r on A±!L 0:,3 is 4, 4 - -/ :z x2-7 s/A. S / 5�F0� mm 0 TES STRUCTURAL ENGINEERS ERICELIGREENFIELD & ASSOCK Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project. Client -Z k. /Jeo z 31v > If ov_- Job No. 44 Sheet—&-?--Of— B Date 4/-/;l -77 JUT- Y r4.4 0 EDKELI GREENRELD fir ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer Project /��t f Dr IaQG S/3•gf� Client L K rc> Job NoI.YI-4� Sheet�of By n_._ ,is - 16s f" C 7.7 3 _a (- O; 14 I ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Sheet S-1 ot.5-4 Project— o-LAG epeA,_ . -5 g By Date-- 17 -lf7,7 L Client — v /, 5 - l ey- �117 - e--, R 9 Ole 3 rd FL - l6 Ps! 2,�a � _� �6 �'ss L-f. ev r. 13 z k 1-1-5 r /t C 19.0 — 70 64 A9 1o4 P-SA-. .12 12 41 10-51r. t car 12 /70 9 x i -(.0 EDKE/I GRER FIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project azG0 G!<'j si3A.b Client G 4,v -v r 30 .,a�� s S , G '/o • 674 A tti,4L L 4 X it 7.3/s! c_ 3 • 7:.1/4 EAR �'o t3E7'rt'AN�'Ft~ RR �.D C . © o '4--v '� E — �14( K �)O''PP ,4-s <E, g t- 0 0dA, S5rh7W S - 9a j %,0M P460 tH 9 /.2'� D,G • Job No. N7G " Z-3 Sheet S- Z- • of 5-4 I o -27- so �9 ERKEL/GREENFIRD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project eJ L L R G S 7o�'a 1JfAt,. /J1 E�i�� 2/./G /x �1•¢� f 3D.5� � c �7 G�.�1i.1 C- C 7'i��tJS �3%�s 6r,C5 PN I a / �-: Nlr rfl rQ,� jENs/D�v s 2 yf I7G. 4 L s(- Z� s �.G`f x 19G /21 �� _ 17 fib"' a Job No. IP %1,- - Z 3 P/ Sheet S 3 of S-41 By 9 t�r Date__L - 2 7 77 % k1l/fix2x s� b s 7•B r Z, r 3�6 �tGG13 s g10ILI �i 0 t ERKELI GREENF'IEL© & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Project TOTAL �L 2. L 0.4 D !;7 -4- 7-HF11F. Job No.".M'74- 237� Sheet S-¢ of 5�4 l By S..l Date 8 - /' -/97 7 /.j2ElJ = (.;7-26 •-&17 X 22-4.67�t(-7y 32-)"32-) Ci'�37�S�68J _ �Z,c2j.ly } 5D9ZS•,9j f 5/Z — lZ7S— 5o5•37 1295-- 9,VS.3'7 47277. 2� d �So 9ZS'• qS � //3.3 4� -f- (S/Z�c � �o 49) - .(r27sx 3•S'�—CBoS-37��6.3`l 47Z77 77 I $ogzs�gsX�iz•39.�-f=��/�'xio4A6�). ` 727.7• zi x 103.79 k ,Qoor- D-L :: 4 72-77.2/ x j 32 62 • /2 �-'`" EiVEL/GREENfIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project a ULL. OC K`5 CIULSI-MHO Client G °K K. W- ' 3 rot No �L2. Job No. /'7' 7G- Z 37/ Sheet s -s of s- 4/ Date B"1 7 - /977 ( Z6%G7�C 2 z9 •G%) 4- y// �c 2 74- 33� - — (��,. �-!•G7� 74.33) -j- �2t•67�C G9•G7� so925 95 + 5/Z 1275- 6155.37-l27.S— 0.i 37-+-/466d ¢B 743 21 [3 �5D92S-QS x/1334) f SlZxl-!o•49),— (/Lr7Sr�3S)—(90SS� 37xZ�• 7)- - (80S 37XZov-17) -F (I4-1C x 236 x 4874-3.2-1 // 5 . `z 17 �S©Y2S�S �i/2=39j �Sl2x /o46G�:� (/z7s zozG7),ei - �6-Os 37 x2_46-!7)xZ 46743- 21 - G3, 3217- 05 ERICELI GREENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0.-Dyer Project /jVLLOelz.S Client Z ' lab No. /"I71-i37/ . Sheet s -d of s-4/ Date - 8 - 17 -/ 977 -_ %07,fI ID, L �rJ iQooi "eooF L _ 3Z62 •12 GI%f�LLs (-2 /iyd cz Q -t-�) = B4 '� q�8 x /3•LS /oat /077- 36 W41-ts v/+/ /QooF = 84x 5-441 X/g•Sx llo�e 8 �.B • ¢B ?E/vr ftovse-- 20 A 1g4-x , s / - �3 5! 89 �` ipoo ice v/P7`t�wr / 7a • 90 • �� T/�L k 5-3 94.77 53F5' . Tor.4 D.L. 3yd FLk. WADS 0 4 x 9vBx /�•s�/ = G 7a • g 7-- i- /ODD F l Ziva G /Z - /o4x/v/�xr� — � 6 G6• S8 ' - 4 7s4 • s K' 1y -Nv Fug %o/0Xl6Sy = /Z g• .f�� y /oaa 5333 • S AAEL k-W (o ERKELIGREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project— 0 L L 0 6 Client /V Job No... 2 3 7 t Sheet-5-=-Z—ot 5-4 Date e971 V ZK1« /-33 a- ------------ e5, - /B B s-- e /,Z �2- J, � � l f T 0 2- V:::- 49Z 4o 0 1-1-5- 49 -3 2- 8 7 7- 9 4ZSgo - D15rebg V7-101V k, 17, KEL/GREENFIELD' & ASSOCIATES STRUCTURAL ENGINEERS .lob No. M 76_2 AM Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S— g of 41 Project 3 ULLOG6C �S C.4By s • C!�;- - Date Client L K /3 ACE' S /r R D ve 7 0 - �l lNp Yw!/lD L /,30-{-ZoXZD -f'. ZS•�c�.,5� z4B 2.51•� � 2�B0�k- # /000 ' - - S E! S7 ! � � O tJ�� /YS •- LAt��L �'o.eC�' _ .A/ST.ell�llT/oN ZF 2ooF $ 267oS2?S. JSa2 3 I i So2 31 3 Yd 4754 -S .33 156816�-S rSgz 6 3 23B 4 R 4 2/YD. • 53-33 S. S B8�o2.75 J 4g5n.v=o ff.-` ' 2 0 Bp i,C) C -- 0lIckTvRrg//v-4- - rJort Nr--- off =!3ufL-14:1I:Vfr, PAL L F�. IL.t �.� -'�K� ( JS02•-31 -- 3-Y� �� BBZ�•G3" =33 ;� ,��z6�.;z�9': � - /�:-5" : - :Z4��c�-' /Z -- . - =4 9s &6 �6• s B163 • ¢ 9 fG.' . �4 /3 • �-? , ~ �tJ 0/3 A ERKELI GREENF/EL® & ASSOCIATES STRUCTURAL ENGINEERS � Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer Project Qyzz oe-,es Client L - %� A Job No. /`/ 96-Z 3 7/ SheeL-5-9 f:5-4t- By S- 4; Date /0-2.4-77 .� - SEts rl/ c �or�lt� - • �LL o 6.1 FLFXU�R'� reFs-S d7 X/•33 - B 9•L / /. �� J . zz vr.J STEFL S 7,eFss , `p .. 8 ez e -!c/ Az-L t9 /6Sxiz- l0 ZS X"VcrtaA/ t'!�cro/Z_ z o-tg7? ERKEI%GREENHELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. 237 _ Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S 10 of Project �ULLpG�GS c�%�LS,B�L� By.- s Date Client Z•X • Al O.7 X Zaao x.a 92:11 37/ y D -• y 2 SDd X O MW I (is -1 - - ERICHI GiiiREENF%ELD & ASSOCIATES STRUCTURAL ENGINEERS fob Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet 5-/i of 5-41 Project 131W G G- 0 C. `S zox .2 Z-5 /6.4 By X � Date Client 56=1S� _ 2 • y•8 s - •- - O FK- I � 4A J z- - L-- -7- r.-- K J it 13 Z 2 S .0 EmELI GDEENFIELD & ASMIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project DU D l K S Client C- - . SEISM! G SrGG wRus= tax rBs2 v.14'��jr Job No. /-/ 7,/- 237/ Sheet -/2- of -4 / ey S G Date S-30-77 E'l rtFNT WIC7 /!v Klt'S X W X WY RooF P. = 3662 -/Z ' - //Z /03.79 4101577.44 3800s4 • 81 WAC� Py 2z6.67x1•o3 = 233-5 I/3 3 1 O Z64S5• .S`S d _ 7-01.•03 =zoB• 06 /1/-o .47/Z0• 961' 2-3 o94 • 1'7 p 14 GZ• o X/ as = 63- Sd 2a3.67 182-- o i3pot(- 34 11 !rLZ -SZ go M-0 Zoz-o 3oS28•06 3S-713• ,6,a 4 79•oAZ-7B? ZeS•7Z 11+0 Z24.67 Z3S42.08 46zt9• t/ P7 78.6BA2-zs = %7l•Bo S4•0 gS4y z 3S7/3•� u �B 4z vJ�1o3 = G3136 2-3•a /gz.-o /46B•78 1162z•S !� P9•� 7 7,*,'- l •o3 7�-3 / O /6so /"3oB6 • z q �0 42-s�/.z03 = 43;78 --/S G4 - o 7 Z 801 • 9 2— !! Pi 31•Sx7o3 ., 3Z•4S. —15'7S. �j¢-o —s//• 07 3aso-• 30 // P9b q¢ x /•03 %6•8z o •¢Zr o D 4ssa. s4 l/ P,y �4•31SS^ s /o7•SZ ¢4 /60-0 4-73a•68 /7203. Z rE I;3. 49 ox/Ss: 7S•4S �o /02 4ss7-0 Bo•7Sxf 5T /Zs. //z- 9G /40/7• fz- /2 ors• 3d !r Ps 41-a x 1 SS 7!5• 9S //�47 l6 z /2 4S-B• 5-7 77-4,; • , 9 i/- Ali 107•5-2- /92.67- g64 • z,' /7203. 2- Sr&pf-4.Y17 649•67xo•l1 = . !/ st Q$ /g3 /0/3 7 2223.3i for PrB 6G•33x °•/p = 1L- /zo i6z - . "/s/2 - o 2_o9i.2 6o67/9.SJ- 154:67 /f3 ./TB/• B 2-2-23-3a/ EeeulP J Z • S 6a _o /FjZ /Sb o ¢ Sr - o /1 7- 20-0 74=o /14, : 148° , 0 33Zn- o r� j � 30•0 76•D /9B .zz(�o-o, 594o•.a „ 4 6 ,4 /l z 79/ - 2- /02 rr S 3e•n /02-� I7z 3060• a 5/6Q- o . rr 6 30•0 /oL'o Zp0 306v-O �000-o %! 7 /Z¢- ° ! 72- l6iz o 22-s6- a . rt 6 /Z O /21 1'9r%' f¢St-a . Z364-a 13- 0 144-0 1 /72 16 IL-O a /z- D j ¢o' D / q /6ga o 2 3 44- a = g q/• 1Y.r__.� wx = e3Bo38.43 �+�Y= 667e2 �• os• - EPgEL/GAEENFI► L© & ASSOCIATEY STRUCTURAL ENGINEERS Job No. /`f 79- 7/ Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet--$ /3 0/ 5-4/ t �f .Project 9ULLO4AG S 4514 -S i9.4P By S . 17 - Date i Client CFrt/t e� Gd� Kz-) 3 - - /z s741 • ?z -- �� 76Z l Z 7 G'ENZ—E2 4f R141D/7Y, L, jJRt� it�<<.. x L�X� L li� �ex) (Y1 f KT /n FTFSfFTT Tir/��4lDrry PIrx611 2 - - 224. b /6•S -0.o73 _ - a•o8j B 3z•81S 2z6 - /o-/, � 4Z17- zo4bi 74-34.7 _ - - 27. 3 Vll¢ - :7 84 3 t- 16627-S = :- S o•Zt 8'' • ¢fit :.: G = As d : ,- /�s a. �. -- --• - /1 X 3 v /6..r o • SS y -1 SZS � 4 72-4 Z8 Z-a 4qS• o� - — - �6 Y - - q 4- Z8.2a p: - .._. 64. S2S = 743�7 Z6542rd9- 4 - 74.?4-7 .//S= 4/„ ex` . /13�41= _ iylL=z z•z9 Y64 °r " "64 • �z s �«?ram fy Z/4 47 /o s Y- ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkei • Paul N. Greenfield • G. 0. Dyer Project QULL 4c�C S �.9,�G513.�� Client G K f'`l .lob No. 1-17G- Z 37T Sheet s-/4 of s-4/ ey s•�i nara skSW2 • _ /5 0 z • 31 7-O�S/oNAL /70M�Nr rye _ /so2•a� x 4 87�239'3.$"-!� M 24i$6 X cR = 113. 4/ YeA - /o/• 4 dY = Y - . YG2 z FVledFrm F _ O• T I`'J d y R dY X L V) dY (Mr), Fr, 4 Fm 3z 89S O " /0!•4 �33•S� 33Bzas/, Z�S 88 Y -- v B•.8;7 76s BB IZ637_ C Q 2.73J 2Z4.7 /23.3 g3d7.3Z735•�Gt/ /p¢gl•Sa �. ff 4.-32 /00►5 --a•`IDS /, s9,•6510 . 4 dX_ �dx �C px RFC ltdxMr - 3 - 3z=bS ZL l!I•s9 3703.E 4/6993 95 D8• B �=.- `1B` Q� _ qa, 1441...a. , -113ai :-��g�9r. IBs9�L•.19 a : --�#3_•?7 -113-4/ i�f"b4`"O � " � � Q 0 fit = 6SSSS L2d,� : 83 70�/ �8 o o- j� & ASSOCIATES STRUCTURAL ENGINEERS fob No. M 7�",3371 S��IGREfIEZ Albert A. Erkel • Paul N. Greenfield - G. 0. Dyer Sheet s, /S off Project UGL 4G i� s C,4ie S Qi4-p By s Dated -3 0 - 7 7- Client ` K 5TD,Q Y 5 /11--14 -V) T025/D/I/�L. /7Di`!El►rr (Mr) - /Sat -3l �c �/ 33 = 02�- / 7 /-sc OSIER ra"I/f f /"lo/'lfN r 24 7Bt° . / 2 . WXLL i� X : G�X �d 1 z �(�aC " : F o (! ) F.rn �' 0. 7• P1 _ •89� /�3 : =0•4! -�3.4�• S3 e O 0 6 ,Z7.3� l!4 o=s �4 14� 176? o. 3�4z 3•¢�z p A l � !I 4. 32: - -157S .-1L9�Id - ss7•B4 �Z�.fo.�j D 7a' �.64s�S u iQ-d Roty. z F 3 3z•,ggs =_/D�- �.o�Q... 7,5-s-, 4 " , /• `t "i- - .753; B4: /24.3B:3 p d3-�6: - 9-I Rs?_Z � S_�.4.99•i _ 331.3 9--- - - �134. 3�3- - ©•. 2 47 7 . ` 549 - o F-10. - -'t2 aY % llZ3S9.7S r 0 EffELI GREENRELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project - /6(&-L OG ZS" CA,ee—T ,d;/ P Job No. ZW- 2 3 71- Sheet s-/ f s-4-+ ey S Date R- 3 /- 19.7 Client " G k'OOF CONT/�� Z'J/t//T 5�1E'Ai? 9L FL EX U/ZfI L STRESSES ON l 'WA L L 5 L, LENDTN IN Fr O: T.n — MO• T - . /i✓ ft- Kites .V = 511c.IX 'IN Kb'°.5 - - FLE�tJ�At- STipc��S. BA-S6rD oN UNCl2�ct�� .Sz='�710�1. 8 /SCK _ 7 • L3 / A., _ 7Z o00 Mo,T x L UN/ T 511Z- - R =:. /000 V -4 9g:72 ' L3iN _ 8 Foe 13oe . r /o - Qi Y - z- L �N4 z, FOB 7z L3 — ! o L Z l' ° 2-1 _ %7NET = MD•T "' /!DAL 6 = WAU 7-11Mk-1/YE-U /N lNeeFS �L it "Ilk - K l %NE T --•'' WALL 5HEA� Ma.T L ,(�-6 _ /''I p. [ . J''INE� K Fie M-- As=P6� #- V=�--- l`k- F-/7" 47 8�es 226 ;Q / 27 E /O '/ . / �' 9� 3'sS?5,7 -- -37 _ - d ,1g 6. 7 s►G6- /o41/•• 1P0 :56-1Z- /0007•7 -3.8 0.769 goon z /•71 /6Sw,9 .30 - °-�d•G1 2-•9-7E7. /20• .62.3.7 lo3s 9 Q 3sat 2-.62-:6 3-: �S3•g�- 12438�3 .,ZDZ �o�7S q.o4iFl /9e97 282-77,1T 9a 474�7Z . 59gg•-0 -7'4' 7" 4 Bzc-g 62.og ¢ooZ•$ ... J¢6S, z d=6q6 2.89 o . 00°7 4.71 8 �� b 91Z dB 6BBl�B �4 4B•45 q•13E8 5l of G/23 7sB-S vynz o•000z [ 3-7 . 3 ,g i -1 =I i EDKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. I;t 7, - �— 37/"' Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Sheet�of s' 91 Project l3UGC. O G.e �S C,4le- 15.4 oc> By 4 17 • Date G ' z 7 - 71 rflAnt r f�518b _ _ , °- 4Q� zL•bat .. �,... - QZ- 14, kJ ! 3a 3s. - 3z z 3z. 32 I-q" Zx = " - EDICEL/ODEENFIELD & ASSOCIATES STRUCTURAL ENGINEERS lob No. ' Z11 2 3 Z/ Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S /Lj of S'4� l � r Project ULLOG� s . C_'.QCSiS.�� gy Date 8 -zG- /9ZZ Client : rr - SE�s ric Sid _ Az, wfus /10 IfG/! Gv ALLS sD G✓AGc /2 LEMEN /N- /ups x 1.y" . x a Al 3217•D5 - //,S"•7.9. B-' lWACt %�a 2-2.6•G7�Cr•7W = 388.47 //3.3rf- =p . 44oBS• 86 . - ._..+CO- 202 x1.7W = 346•6 Zz6•.<7 ., /a! 78563 8y 3 Sooe�• . WALL- f4 37.5A /• 715 = . G4. 35 203. 67 /8- y 1 /310 6. 1 � /I 7 /! � 7 J�At� ;,95 716-= /4 6/p /7Z-G7 ?o?- Zo148•t56 23571•36 2W1 153�85 `11¢ ZZ4•67 /7s3B•� 34s-Gs, 4& /W-_19 = 5-¢- 202- 235.71. 3Q... . /fu %/6 . . 37• s/ 7/6 =- G4� 3s - z3 %6 _ /�Bo �oS `- . ' W7/1-' Y_ �/ACL 7 7 X I.711:132- • 13 0 - %�� - ° - �o :.::. 2y/ Bol ;S ,L, p9�-- - W, 4 -x 1,71l = !6/• so ° o ' � � .:.. o. .7s81 � J_ wxL� pa . �¢, x/•7IG= 7`•��_�� :.64 :.� 1/�a:3 98�s28 11A11 ��,. 32 /716; - s9•gi is : 9 4 .; -sB6S 5=/�z: 48__:_: h1At�- Pz,- = Viz• �7�s=19.9s�= 23734 ' © 46/� s. WAI,L �Z. Gz= x 153�zo 2 48 D 3� _ /3/93•d ��5i-2 y1% 1�1L �3 2- • G7,,1, 719 /9. 4.1 ,Z 3 7� 3 6 z 46/6- /07219-74 /21389.7, 92 I/7694L• Z3 17 - /17,941 .3 v t t y R EDI(ELIGDEENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G."O. Dyer Project BULL DG�<' S G/�,PG58AD "Client l 'e Al �J (0 Job No.- 76-231/ Sneer s-! -s::�Lt_ By S • 4!�F Date 9- B ' /9 72 1�ff� D//1�crio L H HlLlLLx) L(Y) N) 2-2J X 24g /6's 0•06/ 33•223 12-4 p 22 v 63" 0,262:-`I/'7�l 2419 31•S /S6z4 /989•5* 2-11k 3 -- c14 3 Y / p ¢ o.�tert' r z8/SZ ZZG -j 6w , p• /5.3 � 2,6•13 114 27-9.7 l23/7- Z42G7.6 �s qa 76 ' D •1l 7 ; . /5° /3 © /65 / 25*P'0 8 6_ Y 18761 a 47 a 4418 ,p -- 11 X 3 0` /('S D •55 "'` 5--Sa6 _ 15--'75 q¢ -1472•s- t 5/7• s6 ._ RX 64•Bs9 896S5s 1146570jI 6388.17 R Lx 9Z7q, og y /Zs 73� 6o- 571 163 Yet 105773—./t3•/7 /2-56 MIN1MIJNt G-�«c�T/2lGlfy _ /o9.74 - 98 •s/ - /!, z x • o�x Z4B 12.9 EHKELIGREENFIEZO & ASSOCIATES STRUCTURAL ENGINEERS Job No. m 2 -7 7p/, Albert A. Erkel - Paul N. Greenfield • G. 0. Dyer Sheet s Zd of 5- 41 Project f�ULKS By Date 6- 5? :1'7 -Client 5615141C //V N- 5 1:) 11?�"<5 SroRY SNEAR v 2304, leloaf 7_0,e51PNAZ- 3 94 - -7 4 x 5G 2- A, X ee 12 75 Ot -C YcR 419 • 157/ C ty y - rw)�� 2:7e V% 2-21 - 33- ZZY 0 '79-5 1 yin -so 3 2 2.4,9 §.i5' 12 21 - 11� ✓ 122 651 - 6 �224-7 19-97 .7_5&-�oq 255145.5 960-1,831- /33. 0 5.3-o6 I �4: IJ J/2-- 0 2 oZ- 46 202.4S 5444-7 Z, Ii k - elf") F 22. -Izzozi. -1439--o 4 3..:31 43-31 %24- - 3 -0 -o '239 (79 - 7- 0 —57. Z? 0 his 13 2359-7 7-VsS94 0 71-Od �3.803q I 4Koz. i ERKELI GREENFIRD & ASSOCIATES STRUCTURAL ENGINEERS Albert -A. Erkel • Paul N. Greenfield • G. 0. Dyer Project UL COCK. S%�G 5�p • t /< Job No. - /'% 76- 2 3 71, Sheet S-2 ! n1_<-4) - By S Date—!-- 9- 71 - STO.eY S��l-.4�Z� _ - = 23Q4•-94,K/Ps "To e S/D/il�4L MO/+l1-vt Mr:: 2 3 64 • q 4 X // Z l - 2 6 735. 2- _jf - 01,45-27*41RN/1Vt7 A6 = 64/39 • es ff= K X cR - /2 5.73 X 1/i`�s(Mr).Fv-�F� f�►► F = M' LTMQ . ER i_2dx �!z 2-21 33.u3 /Z� ; -I�73 -ST 4B 94. 4� O - /3• �9 O 3 6 - /!e /r•73 -3o6-S. 3syszS D _ 7/• 94 0 ((0 N Z /I 5 5od .tS7S /4/4 -.77'f - o /102/L• 94 t' -182• g4 k _ Y _ dY 2d� - 26(Y Fin � = d •-'1' M.- _ . zz #-'7V V%5. —GTb/ -788•.I- SZ-616.6 360. 06 -...._ 1,0-4sf= :380.06 , .. /OZ2/ • D9 `ter 3 - .�.1SZ- /33" ; 34• 49 `I7o�.gt; 33�4804 go-gc:7: - E'�2. 6- 2z /00- 45 244 5— 93 - V f _ to a,4 9 Jo4s=81 69541.23 SoQ: 3/ r3�"� �� .�¢: 27 /3 �8•B9 qb -/�•T�.= 47 :. s/s -96t• 33, 4177SG� �o�• 23 -- 300• 73 °G•23 /�3°3• �% EENFIELD & ASS0CIA TES STRUCTURAL ENGINEERS Job No. M 76 cn�El/Cr Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet =�- of Project 1-3 ULLOGK 55 > B y S- Date 9— 9 -77• Client - SE1sM�c 3rd Frir U/VlT SNE/f�° ¢FLEXURA-L `JT�F�S O/V jn/RGGs AMUCDT /`'/ PIa T y TOTAL :5,e El -le IN K/Ps U4 "V UN�iP.4Gl -� S�GTca Z2 ,aew cdacc ,; `' 72. •V _--- . B"Ks- V - %oR t0 WAIF --' 2 J3r� PLO. •17 /Z l`1,v X /2oao °! Azz- THlCXivt'SS .I1! 1/vc - ii LE%vf Tf/ / INtX _ As ��6d }1/A�L/�S� /✓.¢ 2-21- I22/_45' 328S4.S 246 _ 4-2- 1 2-I2E/0 27-0 /o94•Ts- 2S8 o-� /og 7¢ 72�6�_�--- p erg 1972•.b31. ad 17 o•do / �� --�544.4 :9 3 ., 5gr38 -3 7¢E? °31�! 46. Z S _s_'�G 7$i o4, Z 9-37 moor¢ : 4 2Z- 380.0 /©zip=oB _.6� �SZacB. = 3,:47�"6 =l�3:-6 3-s e zA �f3 �89 9'84- o •0016-= .%/��i� . 1055.0 24MV- 93 /40- r) •81-E Q 64.7.3 4 r _ 644s27 /3�$'$ 7�, 7�24 G•69�B _ lig•iS �9z8�14 32/9�4s ¢•�9 a•agm� t 7� 844 ►7g 1' 9 q 13oA14 3244•SJ ��f` 0•o00SSol 4 _ { ERKEL/GOEENRELO & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project /'� l-/L L l7Gi� �A.eL 5 �ll� Client L A1/4LL 2- z� -t--(/o4. xl,,I.,5)+ (12d>w--5 . , . - WAM 0 II Job No. Sheet 5-�3 off .. Date - q ? O 08 /- &/!" /6I72.63 C8�X2-bsa4x/6,S' •3a C841-20-�t�o4?t-/6.s> 43 �30 Z6 SS-�6 ff-k": /� Y►' /JlL -� Z Z . . 3 X �3 • - � .5'g 9�..z 4 � � ` � S 4x (I 76 �g4�lo o - 20GD i qFz6 ERKELI GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. -2 3.7�' Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S-2 4 of S-41 Project .C�lJL E D G ,K S 4f914e G -s ,4 Date —Z —9— Client cl 04 %Z Aj ...................... - � -. - Q EDICELI SDEENElELD & ASSOCIATES STRUCTURAL ENGINEERS .lob No.Ly 2 3 7/ Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S- 2S of 5-41 Project Q ULL ©C Ifl...75 C-4,eL _5 M-a By Date 971 Client .4 5C7_51-71G 2 /vQ ALL "tzS 12.. mlle1 t 121-0- K1,P �,r at.�. 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An . 3 Z K z. 4c3=-79.34 , --15.7S 12-41.7 7419,�� X2_48= 118,72- 0 :- 012 ,_.. _cJf,;�G•d4 /scK v �qG 3 .K2=ob= 62.4 O /•5 :._ - ` 93��-n=: 2Np Flt Loop 3z17-0S 1/S'•71 /o/•G3 37Z o2.2z 3Z-048•7Y 30d , M 4 Q 10726. 74 //'3• /7 /o9- 72 IZ13g4s17 117037.9 " Z /�2 R 9.71 - �8�884q��7 '/7sS613.3f - /62-94.71 17SS 6 /.I /0 7 - 71 � r ERIMIGREENFIEZO&ASSOCIATES STRUCTURAL ENGINEERS lob No. -1-77�23 ' 71 Albert A.- Erkel - Paul N. Greenfield - G. 0. Dyer Sheet --s±—a of S-4/ • Project Date---9 12 Client— /p rt 2-lvz? 6cN rW ' z x Rx) �(�'� _7 4g I-Z4 22 �'3 92-539 24-b :3�.5- 1.562-4- 19.04-,57- 3 /09. 4 2- Ut> D.118 Z29' / 3 3 .36194- 4-- 3 -Y 7W 4b -217 2-2496' t12 -0 124G0 0 3?- rr-5,04 3e>og- 9,6 78 68g..:5, 1203-?-1 am I x �y ex '4 113 - 43 AIIN, C- Cc,—/v relf / rr. /0-7 e, xz48 = 12-41 4- 42Y ERKELIGREENREID &ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project VL L QC- -K S.. CAfLS 13A > Client -IN IV- :5 67 'a,? Y 5)'IEAf V -3--5-712, X 124 - 13 X - A Cc Y d-Y ib No. Al 7/- 2 -3- 7/ 7eet�_of 5- ate 7/ dy Rali, A(y 49- 7. 2-- 2 / 3342 1049 - 5- 6 41 2- 7 q3-g7- 67.5-524,?&57 15,eO •75j," 143.7 7 36-X- -3ze /2019 - Zj!� Ix dY /�/f STD WWI 42U6341 4t3a", 4%?,622/ 410 39 /3 "?617 3417v5 18.9,av 3 2354 D 292z.v Ad K2- =h')M369 m ERMI GREENFIELO & ASSOCIATES STRUCTURAL ENGINEERS Job No.IV 7,51"23 7l - Albert A. Erkel • Paul N. Greenfield.• G. G. Dyer Sheets of -- Project BULLOGlK —5 cA,�L5ZAP, ey S • � Date 1Z —Ti7 Client L .. T 01,e Y S . Toffs/on��. Nros r /"� s 2 fjc�c7 �C2 3 • ! 4 _ �16 4 3 - Z {t — K V 7-41XNIN4 �r /"Ja - _ ///�S9 •G 3 — - Y« _ r 3d • 4s d-Y _ Y. - Yc e . l)J �kd,c'' .N17 �u f f�,� R f►�JQ J Z� 33•u� 12¢ --0•!3 — ¢.3Z r J Q _ . 90 —/3 q. 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Dyer Sheet 5-3D of S-41 Project L U�- L �G K5 �/ ,_ez_ � 11� ey S - Date Client p�AD c)9a r1on�E,�y r AMLL Mp. /03,c2-264 72-A2J_6 2•6BX24 143317- .t .z _Z 9 - • t/A4c Xio� z•4_ 8^. �� s? 6¢�'-5`�`" ✓ALL i# X� L /-72 .�z 2. 481-3 z r 22- . , ¢ -- WALL /.72,- OBxea/•03 j=?Z+2 Z33 f- 4,D• WALL f y - S-/ D z— Z_ v -- 7-- - - WA LL # Z / o3 �C3o + ! • az Soy. +- 2 / 7.3 L 4 ERKELI GREENF/ELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel Paul N. Greenfield • G. 0. Dyer Project - Client L lob No. 7--3 _ Sheet s-3 of S-4� Date 9 �3� 71 s 224'-4- Fp _ Z I Cp P _ o 574 T>7a z %v33•S/ L iSoz•3 X ' L 4A-.D FROM B.45N` Sfrc�"A-�Ave ��•Iy ISDz 3 - - - . err4zAW _ r U� 2.%fc As � 12q•Z/ -/S, ' bo /s02.3 / 2 Z ¢ x g X / 7� 3� K3 } ERI(EL/GREENFIRD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project Oc� 5 C/l/ZGSR�D Client - L K Job No. M76-237/ Sheet -53?- of '� - 4 / By S .. Date 1-144 --/977 oL 8� 2 i 4- _ 708 4 S-kFAQ /�r ScAB s o U rfr . YVAL& � USA 7 sz-A-oe /50Z 31X//Z•2-7 771.71 /�z- 760 �. L z bjj /-rood- z 57.40'9& OV 3 S9. 8 Psi' G p. s ..., S� Q /F ANT/eF -S YF - /S CoNe . L FA/ TW z &-� -P 46) .— . - -I ERICELIGREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS, Albert A. Erkel - Paul N. Greenfield - G. 0. Dyer Project 13 Ul— L- —0 C x 5 zl�-5 �IS4 - L -K I 4/ '4f'01v'r0- Irk 3 yd /Z 7- r e5 A/, -o o - ' Ae lt. x A 4 4-3 FobNo Meet s-41 3y sr We 451.34 5eP C49AIe,a epo /V--s 2, 75- ----------- :I-- x �4-74 7 88 3 24 Y-/- 33 ERKEL f GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. - "ZeL Z 3 7/ Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Sheet 5-34 ot5-4/ - Project. /3ULL OGI� AFL S /3 A D By S Date to -Z4 -/ �77 Client f ,(' = t3 `t I.3 tC /o-� Ta 439 • s2-K Z2 Q •vs� � " �c�-s� - ZZ4 V 6A, _. // - �- / 37- 7 4 ? t • 4 i3T- 7 Z _ Z J 3vvt� _ I O q• S"4 PSi' 4 !� G � g3.3 loci Z 63.3 , Z - �,r�� Q �r - s - ¢door - - - • _ - -�--- pk o rl t /> F SA S /� c,✓.� jr A�, . ERNEL/GREENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Albert -A. Erkel - Paul N. Greenfield • G. 0. Dyer Project Client K �p � �.rcp51�P = �•/� wP .. �s 19t- t.. /°03 •/3 K ? 49SSd�K - Gp�lERNS 5 A P l/d Job No. /`9 7� 21 Z/ - Sheet.S-35 &� ey S- Date 2 `-14 — q7 - I •GL- K.G� 01 N. a 113. 43, H� K Afy 1�lA f! G/3.9n' 1003-13 a3.43 S- eeE� 14t•s6 4 9J" 4( lo 7- -71 te, 1.3 /Dos' 176 684�4/ - 7 S6. '-- � _ y 3377 z 70 •3S /"Sr' L No YF. Rcb2.I> . ERKEL/GREENFIELD &ASSOCIATES STRUCTURAL ENGINEERS lob No. Z 37 Albert A. Eckel • Paul N. Greenfield • G. 0. Dyer Sheet S ;M of S'¢1 Project AULL O6W'< C,4;QL'S /3�D By S � `!+ Date—z 4- 77 16 - ' ( Client L ' K --ISHFAk lit 22 4 ._. _-. .482•.3s f /81• 44 = 66371 V / 66_3 - 7f iZ ` 07 K�� 6G3ag 756- 96 143• 6.4 Zoe, /7 sr 2-J40'90 4 f - B - s y - 7�•IB X/Zx 7Q,/6 p• Efl- MII GREENF/ELD Sr ASSOCIAMS STRUCTURAL ENGINEERS lob No. Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet 5-37 nfS 4/ Project /�/1LLocK-s CA/'LSBsID By -5.T_ Date Client •L K - Gil :.... .... _ ...... :sre ES WL _ (1003•13+36Z 88) 2z4_ 2/7-2/7-3 zK z 4- x!• 33 s r2Es 5 _ W L �ioo3.i3 ta�S/z� /�� _ .f26•s2K /26=52 _ 3•qG ,1_`� C¢,o p J .". ..s •-.-e--.r r.. in .0 � t -.• - .".. ��r-._ a-v .. -t -•- - _ - .a �" -.� - - _ -..n<. 4+-v:.. v-r_ .� ec �- -�... .M. --r .. ..Y.- w n-zn.-. ... v- .. - _.._ --�� ERKEL%GDEENRELD & ASSOCIATES STRUCTURAL ENGINEERS Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Project 1-3 0L L-0 CA-- s < 4,eL 0 Client K Job No. Sheet 5-38 of 5-4 ey s• G ,- Date S E/Srf t G (CDNt D. D/APX/ZA �M Sl-�E�R T/?Ant SG�I� Ff.-� � VYAG�- , 1 C A/L 14 Fs�oR R _ - f �Lt� Z�Dst 15f ZE�i .PooF SHE'PK� 3a'� FtR. SHEA�P/{� Zivo G SHEf12 Kf -_ Z oR ...: 76S BB Iz21'6S -/• 84- M - o •73 _ 2-ZI_- Z2 o.a 35�}.y5 _ •03 1,1 ... o. 41 3 �Ik Z, S Ie3S9 a 1� 47 illy• 1 ¢a. 3.73 Z•o2 G Iz6 UP 47�,7z �¢�.Z7 8°i.Gy 6•/9. 2.29 _ l� 30- -/7 4-4— ,. Z o f. - c -- /• ot�P�RAG -5HF,# e ?2AN5FE'r2 CLR TO %►BALL " ;;, •.: '' 1Y,9 SoN/1 �e -< 01V '.e4 TE` : , /TASoN/?,PY' - CONCRFTr_ ' :/�.00F - 9 • q 41010 2iyv FLU S-IR K/t B•5l �� 3 /� 3 ERKELIGREEM-FIELD & ASSOCIATES STRUCTURAL ENGINEERS doh No. 231 / Albert A. Erkel -Paul N. Greenfield • G. 0. Dyer Sheet ::2 of - Project /3 ULL S- G Date 9— /S- 17 Client - _ SOo Psi � �• 3 s z �� j's�' ' .KEYS, � 3i.d- � •..._ .. .._ _ . 1,*0'r/ D� ,YE Y V f�Lcoc✓ ff. Y r y 2 •G7 63. tell 3 S� G l M- 4s -x f 14 ERI(ELI GR9EENFIELD & ASSOCIATES STRUCTURAL ENGINEERS Job No. 3 ?7 Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet S'4yof Project /.3 lJL Z- Oa `S -- -- - - Date /O 2¢ —77 - - -Client --- L . �C • %t/ i _ `N iCT - KEf WAY ERNEI/GREENFIELD- & ASSOCIATES- STRUCTURAL ENGINEERS Job No.2-3 71 Albert A. Erkel • Paul N. Greenfield • G. 0. Dyer Sheet — Paul 91 of—s- 4/ . Project Date Client ,SC/S�t/G CCorYr�.�. 02AG IZE7�yi� 70 .cl�u.s• L'�rt 15/APffRAi7 . no . zvo � ze*4Ti1 WALL /�s RooF 3rd FC• . L r Z - oie G/lo.21i • S71�� . . 3gv: vw 35 4.25 3 S4.u2s . CKvl.D -STe-L GKcW1> - �If �Z Cf toX-t 7EZ� Ab - : S7.67&z. lC =%3ZSB_.7;_y.Zi z- T3 3 �' 2 76,7S'- : - _ qG flf) SZ FZ 1 1: 1 1 1 1 1 1 1 1% 1 1 1 1 1 1 1 f" 1 REPORT OF FOUNDATION INVESTIGATION PROPOSED BULLOCK'S STORE PLAZA CAMINO REAL EL CAMINO REAL AND ROUTE 7$ FREEWAY CARLSBAD, CALIFORNIA_ FOR - BULLOCK'S (OUR JOB NO. A=76174) m RECEIVED JAN 6 1978 LADD, I;ELyEY & W00954b RECEWED MAR 2 1979 CITY OF CARLSBAD Building Department LeHUY�A:;H/1tvUP,LL,'-tUYU, j- zpUk,i i c5 consulting geotechnicai-engineers ❑ 7r1:n: a'&,ar„aab;st: ❑ los angel.es, ca.. 9026 0--(213) 41v-3550 1: 1 1 1 1 October•l, 1976 Bu9lock's 7th &Hi 1l Streets Order, No. 1'600,1 Los Angeles, California 90014 (Our Job No. A-7617.4) Attention: Mr. Ed Jahns 1 Gentlemen: Our "Report of Foundation Investigation, Proposed 8illock's.Store, Plaza Camino -Real, E1 Camino Real and Route 78 Freeway,, Carlsbad, Cali- fornia, for Bullocks" is herewith submitted. The scope of the.investi-gation was planned in collaboration with Ladd" Kelsey, Woodard, A.I.A. We were advised of.the'structural features of the proposed building -by Erkel/Greenfield & Associates, Structural 'EnOi nee rs. The natural soils beneath the site are generally firm, with some- what softe-r layers interspersed within the otherwise firm deposits. The proposed.build1ng may be supported on conventional spread footings estab- lished in the firm natural soils. Recommendations for foundation .design, for excavating and design of walls below grade, and•for floor slab support are presented in the report. JK-PM/pa (1 copy submitted) cc: •(•1) Bullock's Attn: Mr. Richard Ray] (3) Ladd, Kelsey, Woodard, A.I..A.. 0 ) Erkel/Greenfield & Associates .(-1) C. L. Peck Respectfully submitted, LeROY-CRRANDALL AND ASSOCIATES Y P. Malji R.C.E. 14938 Project Engineer by J. D. Klrkgard., R�C.E. 104.41 Executive Vi-ce President 1 REPORT OF FOUNDATION .INVESTIGATION PROPOSED BULLOCKS STORE, PLAZA CAMINO REAL EL CAMINO REAL AND ROUTE 78 FREEWAY CARLSBAD, CALIFORNIA FOR BULLOC K'S SCOPE This report presents the results of a foundation investigation of the site of the subject Bullock's store. We previously performed investi- gations for the existing Plaza Camino Real- development (our Job No: A- 66035). We also performed an investigation at the site for another build- ing was not constructed (our Job No. A-73227).- The locations.of the pro- posed building and the locations of our explorati-on borings (prior Borings 1 through 5 and current Boring 6) are shown on Plate 1,.Plot Plan The investigation was authorized to supplement our prior work so as to provide definite recommendations for foundation and basement wall design, for excavating, and for floor slab support for the proposed Bullock's store. The scope of this investigation did not include seismic and geologic studies for the site. Accordingly, our conclusions and recommendations are for static loadi-ng conditions only; however, this does not imply that there -2- is a geologic or seismic hazard affecting the site. The results of the - field explorations and laboratory tests, which form the basis of our recom- mendations, are presented in the attached Appendix. Our professional services have been performed using that degree of care -and skill ordinarily exercised, under similar circumstances, by repu- table geotechnical engineers practicing in this or similar localities. No other warranty,.expressed or implied; is made as to the professional advice included in this report. This report has been prepared for Bullock's and their design consultants to be used solely in the design of the proposed building. The report has not been prepa.red for use by other parties, and may, not contain sufficient information for purposes of other parties or other uses. ' STRUCTURAL CONSIDERATIONS The proposed department store, which is shown in plan -on Plate 1, 1 will be three stories in height with a sma-11 mechanical penthouse. The building -will be of steel frame construction with metal deck floors and roof with concrete'fill•or precast concrete plank floors and roof.. The i walls will be masonry. Typical column loads will be on the order exterior Y YP of 350 kips. Wall loads will be on the order of 7 kips per lineal foot. The lower floor of the building will be established at Elevation 28. i grade is rou.hl Elevation 42 to 43 in the southerly The existing site g roughly ,� portion of the site, and roughly Elevation 26 to 27 in the northerly portion 1 1 1 1 1 1 1 1 -3- of the site. There is a slope at approximately 2:1 (horizontal to verti- cal) between the upper and lower levels. Excavation ranging up to about 16 feet deep will be required. Some compacted fill will be required in the northerly portion of the bu.H ding area. Some of the building walls will function as retaining wails. SITE CONDITIONS The site consists of upper and lower parking levels for the exist- ing shopping center; there is an existing slope at'roughly 2:1 separating the two parking levels. The slope is planted with.small trees and ground cover. The site was -graded during the initial shopping center development. Excavation ranging from about 30 to 90 feet deep was performed to achieve the existing grades. SOIL CONDITIONS " R Existing shallow fill soils were encountered in the current boring; fill soils were not encountered in the prior borings. Local fill deposits could occur between boring locations. The natural soils beneath the site consist primarily of sand, with lesser deposits of clay, -silty sand, and silt. The natural soils are generally firm to very firm; however, somewhat softer layers of clay and silt are interspersed within the otherwise firm deposits. The clayey soils are -expansive, and would swell and shrink with -changes in moisture content. Water seepage was encountered in four of the prior borings at depths of 21 to 30 feet -below the existing grade, and in the current boring ' at depths of 17 and 28 -feet. (The highest water level observed was at. Elevation +13.) RECOMMENDATIONS FOUNDATIONS General' The natural soils beneath the site are generally firm, and the -pro- posed budding may PP be supported on conventional spread.footings established in the firm natural soils. Somewhat -softer layers were encountered at various depths. Footing excavations should be .inspected, and the footings deepened if necessary to extend into satisfactory supporting soils. Bearing Value .Spread footings carried at least, one foot into firm undisturbed natural soils and at least two feet below the adjacent final grade or floor lev whichever is lower, may be designed to impose a dead plus live load ' pressure of 4,000 ,ou f ot. A one-third increase in the bearing value may be used for wind or seismic loads. The bearing value is a net value, so that the weight of concrete in the footing-s may be taken at 50 pounds per cubic foot and the -weight of soil backfill may be neglected when using this value. (The bearing value is somewhat conservative due to the presence of the somewhat softer layers encountered in most of the borings.) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -5- The maximum ultimate settlement of the proposed building (maximum column load of 350 kips) will be on the order of one-half inch. Differen- tial settlements will not exceed one-fourth inch. ... Lateral Loads Lateral loads may be resisted by soil- friction and by the passive resUs.tance-of the soils. A coefficient of friction of 0.4 may be used be- tween footings or the floor slab and the supporting soils.' The -passive resistance of the undisturbed natural so-ils or'properly compacted backfill may be a-ssumed to be equal to the pressure devei'oped by a fluid with a density of 300 pound._per cub,�i�e foot. A one-third increase in the passive value may be used for wind or seismic loads. The frictional resistance and the:passive resistance of -the soils may be combined without reduction in . -determining the to -tat lateral resistance. Inspection As previously mentioned, somewhat softer deposits were encountered in the otherwise firm natural soils. The footing excavations should be inspected by personnel of our firm to verify the presence of firm natural soiis,at the excavated level. Footings should be deepened where necessary to extend through required compacted fill and into satisfactory supporting soils. The clay soils are.expan.sive, and footings established in the clay should be poured as soon after excavating as possible; the soils i-n the footing bottoms should not be allowed to dry and crack. Where footings extend into the sand it will be necessary to form the footings. The sup- I foot- rting sand should be wet down prior to plating concrete. However, porting ing backfiil and utility trench backfil-1 should be mechanically compacted; flooding should not be permitted. EXCAVATION AND SLOPES ' No exceptional difficulties due to the soil conditions are antici- 1 pated in excavating at the site; conventional earth -moving equipment may be • used. Where the necessary -space is -available, temporary excavations may be ' sloped back at l:l in lieu of shoring. All applicable requirements of the California Construction and General Industry Safety Orders, the Occupational Safety and Health Ac.t of 1970, and the Construction Safety Act should be met.* The -soils exposed in the cut slopes should be observed during excava- tion by our personnel so.that modifications of the slopes can be made if variations in the soil conditions occur. GRADE WALLS BELOW ' For design of walls below grade, where the surface of the retained earth is level, it may be assumed that the soils wi'il exert a lateral ' pressure equal to that developed by a fluid with -a density of 30 pounds per cubic foot. All required backfill should be mechanically compacted in layers not more than eight inches in thickness to at least 90% of the 1 maximum density obtainable by the ASTM Designation D11557-70 method of ' compaction. Flooding shoul-d not be permitted. Proper compaction of the t F 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 -7- backfill will be necessary to minimize settlement of the backfill and to minimize settlement of overlying walks and paving. The on -site soil-s may be used for backfill except for the clay which is expansive and -may -be difficult to compact. At least the upper portion of the,backfiii should contain sufficient fines to be impermeable and minimize infiltration of surface water. If the backfill is compacted as recommended, and narmal.provisions are taken to minimize infiltrati=on of water into the backfill, walls below grade need not be designed to resist external hydrostatic pressures due to water. However, building walls below, grade should be waterproofed or at least dampproofed. Some settlement of the backfill should.be expected -due to normal consolidation of the soils; additional settlement will occur if water from planter areas seeps into the backfill. Measures should be taken to direct drainage of water from any pl-anter areas away from the backfill. We sug- gest that any utility lines partially supported on the backfill and enter- ing the building -have flexible joints, particularly at the point of entry to the bailding. FLOOR SLAB SUPPORT After removing the existing paving and excavating to the planned subgrade level, the exposed soils should be carefully inspected and excava- tion performed.as necessary to remove any deposits which would not be. suitable for floor slab support. Any existing fill soils should be exca- vated.' If natural clay soils are exposed at subgrade level, these soils should be excavated -as necessary to allow the placing of.at least one foot of relatively non -expansive and preferably predominantly granular soils beneath the building floor slab and adjacent walks. After the recommended excavation, the exposed natural soils should be scarified to a depth of six inches_ and rolled with heavy -compaction. equipment. The upper six inches of • exposed natural soils (in both cut and fill areas) should be compacted to at least 90% of the maximum density obtainable by the ASTM Designation ' D1557-70 method of compaction. After compacting the exposed soils, any required new fill should be ,- placed in loose lifts not more than eight inches in thickness and compacted to"at least 90%. The moisture .content of the soils at the time of compac- tion should vary no more than 20 above or below optimum moisture -content. The natural on -site soil's may be used in required fills except for the c-lay. The clay soils are somewhat.expansi-ve and are not recommended for use.in the required shallow fill. The reworking of the upper soils and the compaction of all required fill should -be inspected and tested by our firm. If the subgrade is prepared as recommended, the building floor slab -sensitive floor may be supported on grade. If vinyl or other moisture covering is planned, the floor slab should be supported on a four-inch- 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 1 -g- thick layer.of gravel or on an impermeable membrane as a capillary break. A suggested gradation for the graver layer would be as -follows: Sieve Size Percent Passing 3/411 go - l oo No. 4 0 - 10 No. 100 0 '• 3 -if the membrane is' -used, a low -slump concrete should be used to minimize possible curling of the slab. The concrete slab should -be allowed to cure thoroughly 'before placing vinyl or other moisture -sensitive floor covering. •Is A Plot Plan and Appendix are attached and complete this report. f KEY: 30 BORINGS FOR CURRENT INVESTIGATION BORINGS FOR PREVIOUS INVESTIGATION (A-66035 A) BORING NUMBER 4— EXISTING GRADE REFERENCES: GRADING PLAN (AS REV. 7-1-66) MASTER SITE PLAN (AS REV. 4-7- SCALE I' = 60_ SHUIRMAN ROGOWAY a ASSOCIATE' r a ■ LEROY CRANDALL AND ASS,:CI,�TES PLATE 1 APPENDIX EXPLORATIONS The site of the proposed Bu.11ock's store was explored by drilling six borings. Five of the borings, 25 to 45 feet In depth, were drilled when the site was explored in 1973 for a building that was not constructed. One supplementary boring (Boring 6) was drilled to a depth of 30 feet for the current in,vesti ation. The borings were drilled using 20- and 24-inch- 9 9 diameter- bucket -type drifting equipment. Caving and sloughing of the boring walls occurred in four of the borings as indicated on the boring io s and Boring 1 was terminated due to.heavy caving.. Casing or- drilling _9 mud was not used'to extend the borings to the depths drilled. The soils encountered were logged by our field technician, and undisturbed samples were obtained foe laboratory inspection and testing. The logs of the borings are presented on Plates A-1 through A-6; the depths at which undisturbed samples were obtained are indicated to the left of the boring logs. The number of blows required to drive the sampler twelve inches, and the driving weight and stroke, are also indicated on the logs. �. The soils are classified in accordance with the Unified Soil Classification System described on Plate B. LABORATORY TESTS The field moisture content and dry density of the soils encountered were determined by performing tests on the undisturbed samples. The results of the tests are shown to the left of the boring logs. A-2 Direct shear tests were performed on selected,undisturbed samples to determine the strength of the soils. The tests were performed at field 1 and increased moisture contents and at various surcharge -pressures. Most of the samples were tested at two different surcharge pressures to provide .1 more complete data. The yield -point values determined from the direct shear tests are presented on Plate -C, Direct Shear Test Data. -Confined consolidation tests•were performed on six undisturbed sam- ples to determine the compressibility of the soils. Water was added to two of the samples during the tests,to illustrate the effect of moisture on the compressibility. The results of the consolidation tests are presented on Plates D-1 through D-3, Consolidation Test Data. Expansion tests were performed on three undisturbed. samples to determine the volume changes of the soils due to changes in moisture con- tent. The samples -were confined under a nominal surcharge pressure, soaked, and the resulting expansion was measured. Next, the samples were allowed to air-dry, and the resulting shrinkage was measured.. The results of the 1 expansion tests are presented on Plate E, Expansion Test Data. -OOO- `7 i7-`y 4 Zz a0 00 U� 0= "o z ma U z EO ►-- aZ 0 U w �w U as �U) zM 0co co (nw w0 aw a a> za 0Z ww �V) ww =a zw 3(r• ow �m cn o z 00 f- w 0 f-- 0z < ir a Q3 w� �o Wz mN D -- co LL 0 �0 w J Q U W z w O z (FROM PREVIOUS INVESTIGATION) BORING I C.) DATE- DRILLED' November 6, 1973 EQUIPMENT USED: 24"'Diameter Bucket v tLt` �5 20 15 10 5' 5. 10 15 20 12.5 7.3 109 99 $ 6 SM SP 13.0 2343 ( 11.8 --r---- 99 3CL 100 4 111 6 a — s �; 32.5 i 227..4 I� 4�_I 94 I 5 9.Z_— 102 IATION 27.1-" 2" Asphaltic Paving - 4" Gravel Base SILTY SAND - fine, streaks of Clay, greyish - brown SAND - f-ine, light grey SILTY CLAY - greyish -brown SAND - fine, light grey Layer of Silt Layers of Silty Clay, some Sand, grey Ligh.t greyish brown (NO PROGRESS. BORING TERMINATED DUE TO HEAVY" CAVING.) NOTE: Water encountered at a dep-th of 22�'-; water level measured at a depth of 21' upon comple- tion of d-r'illin.g. Heavy caving below 21'. *Number of blows required to drive LCSA sampler 12". Driving Weight Stroke 0' - 25' - 1600 Lbs. Below 25' a 800 Lbs'. 1' *-*See- P"late 1 for location and elevation of benchmark. Soils classified in accordance with the - Unified Soil Classification System. LOG OF BORING LEROY CRANDALL AND ASSOCIATES PLATE A-1 w a us ow w� T �o �aa a0 0cr 4 N UO 4. _ U� n. z �o U w F= U Q 0: JM Om U)W wo J II w Qh z� Ld w WW zw zIr 3 ow �m 00 z on t: w o� zZ oa UCr a �3 Ut (� o Vz co o- u. 0 �O W JLLJ _U Sp f z IW 1- 0 z (FROM PREVIOUS INVESTIGATION) BRING 2 DATE DRILLED: November 6, 1973 EQUIPMENT_ USED. 2�t"-Diameter Bucket �00�00�-1 kLt` CL 25 18.7 107 8 22.1 �110 12 5 17.9 11.2 6 IL 20 it 5 1-11 17 10 (9"PEN) 15 ` 11.7 123 12 15 i 12.7 �119 15 10 i 2.0 14.4 118 20 5 I " Ii I f 25 14.. (10" PEN) 0 �n NOTE: /ATION 26.7 Tr -Asphaltic Paving - Gravel Base SILTY CLAY -.grey" Layer of Sand, fine SAND - fine, light grey Thin layer of Silty Sand Water not encountered. No caving. LOG OF BORING LEROY CRANDALL AND ASSOCIATES PLATE . A-? 1 LJ h ; 18.7 90 6 25 0 z 31 7 87 6 it U 5 av 19,9 98 6 ow � 20 . 7 2.3 98 5 Ua -10 V z 12.5 96 5 `` Q 15 U F- azr LU 15 ; r ' ! 21.5 106 4 10 Z a U wLL o r20 :23..3_..104 --5— UJ 0 Z 5 j i' I Uj i 2 W i zW Xm ! i c� H 0 1 t Z 20 a _....._.. _130 Z Z (t0"PEN) Oa Lki a U L, �o �z v: co 0 w J < U =n �z W 0 z (FROM PREVIOUS INVESTIGATION) BORING 3 74TE DR CLED November 6, '1913 EQ-U!PMENT USED'. 24""Diameter Bucket ELEVATION 27.7_ Asphaltic Paving - Gravel Base SP JSXND - fine, light grey Layer of Silty Clay; brown Layer of Silty Sand SILTY CLAY - grey with rust stains SAND - fine, some Silt, light g-rey NOTE: Slight water seepage encountered at depths of 26' and 27'; no water in boring at completion of drilling. No caving. I LOG OF BORING 1 LEROY CRANDALL. AND ASSOC.+TES 'PLATE A-3.��.- 1 7 1 1 (FROW PREVIOUS INVESTIGATION) BORING 4 AV�g��,yyCJ DATE DRILLED. 24VeDiameter'973 Bucket ��O �,Z• �� a 0� \C; O �Q EQUIPMENT USED -1 �• � P 0\0 ,,I- t ELEVATION 42.1 O w� x �o 40 as zz a0 zQ 00 H� a U ow x 00 z oa m 0 z ii o nw. z �o U w xw �� a� �N o� Cl) w0 a. w a> z� 0z aw w xw a z� 3 zw cn of 0� +- w 10 z- z U a a cw> 3 N z o, r 0W �Q S� �. z 0 z14 - _ 3" Asphaltic Paving - 3" Gravel Base - �;.SP SAND - fine, ]fight grey 2.7 100 4 5 •`M! CLAYEY SILT - layers of Sand, mottled greyish- i brown � 35 � 12E.2 193 3 � I •SP SAND - fine, light grey 3D 18.1 ' ( 83 I 6 ]5 ]g.9 92 - S . 25 20 20 (li.] I g5 4 • � �5 Layer of Silt � 4.5 93 7 f 15 Coarse - 30 NOTE: Water encountered at a depth of 30-'; water level measured at a -depth of 3�4' 10 at completion of drilling and at 30' 1-0 minutes after drilling W O w w� F- o ca Qo F- 00 U Cr O W J = ti ZO Ea m U z Eo U~ LLJ CL z �O U w = W f- V H< as J N zm oU) �W wo _I aW a> Z� oz wW �U) w W _cr- zw 3Cr O aW cn m cn of z o0 r- W zz oacr Ir a L5 3 cr o Wz m F- 0 �o W Ja U O H z W O z .(FROM PREVIOUS INVESTIGATfON) .� - BORING 5 4 �� , g �, DATE 'DRILLED: November 5, 1973 \o *� o\��o a ��5�`J0 aQ� EQUIPMENT USED* 241-1-Diameter Bucket EL E' Sp 40 10.3 1115 i 10 5 i 35 4.0 105 3 10 JI ML 30.6 88 0 30 sM I �5 20.4 92 25 124.0 91 3 �- 20 '8.3 104 8 1 20 ( CL 25 4 15 SP 30 13.4 -t? 10 `~ 35 12.7 I (10" PEN) 5 ^H. 40 0 �c 12.8 104 12 /ATION 42.1 3" Asphaltic Paving - Gravel Base SAND - fine, light grey SANDY SILT - grey SILTY SAND - fine, mottled grey SAND - fine, patches of Silt, grey Clean, light grey SANDY CLAY - dark greyish -brown Very Sandy ;AND - fine, greyish -brown Few cobbles, light grey Layer of Silty Sand Coarse, few gravel TOTE: Water seepage encountered at a depth of 29'; no water in boring at completion of drilling. Slight caving from 3' to 9' (to 36" in diameter). LOG OF BORING LEROY CRANDALL AND ASSOCIATES PLATE A-5 11 1 a r S it Q rn o� i'- f- o as pp 0 QO zr 00 oW �o z 0 m U O <L _ W3 a. a. Z O 0 W U Q c� J In Z O� WO aW Q M Z< Oz W W a In WW Tjr xW 3Cr O NW -tD co Of Z 00 NW n �- ZZ 0 Uj a� � z m� B _1a U = O hz 90RING 6 1��, �� 1 g �, DATE DRILLED' September 17, 1976_ P�NO� Z• ��C 841�O�y,cJ�OQEQUIPMENT .USED. 2011-Diameter Bucket LLLVAI IVIV �/ •T 3" Asphaltic Paving - " Base Course" X ;:: 25 20.3 104 1 FILL - SAND - SILTY SAND - light brown Pipe and cables encountered SAND - fine, white SP 9.0 -11-6 8 5 Layers of Clay, light grey 15.0 113 8 20 5.4 118 9 - 7.6 113 5 15 15 12.4 118 1 10 ; 20 20.b 1�� 9 SILTY CLAY -.light grey CL 5 SAND - fine, white- :.SP 2 5 11.1 124 1 15 ' NOTE: Water seepage encountered at depths of 17' and 28'. Some sloughing from 161" 0 to 181'. ,In 12.4 118 11 LOG OF BORING 1 LEROY CRANDALL AND -ASSOCIATES �i A'YC A_C r'LW 1 V_ ++ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES GRAVELS (More than 50% of CLEAN GRAVELS (Little or no fines) 77'�d, ;o I GWlittle Well graded gravels, gravel -sand mixtures, or no fines. :weePoorly .; o<o GP' graded gravels or -gravel -sand mixtures, little or no fines. coarse fraction is LARGER than the No. 4 sieve size) - GRAVELS , GM Silty gravels, gravel- sand -silt mixtures. WITH FINES COARSE GRAINED (Appreciable amt. of fines) GC Clayey gravels, gravel- sand -clay mixtures. SOILS (More than 50% of material is LARGER SW Well graded sands, gravelly sands, little or no fines. than No.200 sieve size) SANDS CLEAN SANDS (Little or no fihes) =: SP Poorly graded sands or gravelly sands , little or no fines. (More than 50 % of coarse fraction is SMALLER than the No.4 sieve size) SANDS SM Silty sands, sand -silt mixtures. WITH FINES _ (Appreciable amt. of fines) SC Clayey sands, sand -clay mixtures. Inorganic silts and very fine sands, rock flour, ML silty or clayey fine sands or clayey silts with slight plasticity. • SILTS AND CLAYS Inorganic clays of low to medium plasticity, (Liquid limit LESS than 50) CL gravelly clays., sandy clays, silty clays, lean clays. OL Organic silts and organic silty clays of low plasticity. FINE GRAINED SOILS (More than 50% of material is SMALLER MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. than No.200 sieve size) SILTS AND CLAYS (Liquid limit GREATER than 50) CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS I pi I Peat and other -highly organic soils. - El BOUNDARY -CLASSIFICATIONS: Soils possessing characteristics of two groups are, designated by combinations of group symbols. P A R T I C L E S I Z E L I M IT S SILT OR CLAY SAND GRAVEL I COBBLESI BOULDERS I FINE MEDIUM COARSE FINE COARSE NV.ZVV NV.9V NV.IV Nu." pm. U. S. STANDARD ' SIEVE S I Z E UNIFIED SOIL CLASSIFICATION SYSTEM Reference : The Unified Soil Classification System, Corps of Engineers, U.S. Army Technical Memorandum No. 3-357, Vol. 1, March, 1953. (Revised April, 1960) LEROY CRANDALL a ASSOCIATES PLATE 8 SHEAR STRENGTH in Pounds per Square Foot 1000 2000 3000 4000 5000 6000 0 0\ S/ --01917, eg 0 0 0 0 4dF7 LL of 1000 BORING. NUMBER a SAMPLE DEPTH (FT.) 2000 en 0 CL 3000 VALUES USED 0 M IN ANALYSES 4000 CL I Uj 0 0 Cr_ < 0\ a/7 546 0 0 5000,- M 6000, KEY * Tests at field moisture content 0 Tests at increased moisture content DI-RECT SHEAR TEST DATA- -LEROY CRANDALL a ASSCCIA� O VL A [ L 1,, e Z Z C 0- 0 0.02 0.03 LOAD- IN KIPS- PER SQUARE FOOT nA nC n7 r)Q nQ i n 2 n 3.0 4:0 5.0 6.0 70 • • Boring 1 at 1' SILTY SAND I o Boring 2 at 3' 10 SILTY CLAY NOTE: Water added to samples after consolidation under a.load of 3.6 kips per square foot. CONSOLIDATION TEST DATA LEROY CRANDALL 8 ASSOCIATES PLATE D-1 me -17 U z 0.0: Or w a U) = 0.0., U Z l r4 z 0.0j + . Q 0 1 1 1 1 0.0E 0.0, LOAD IN KIPS- PER SQUARE FOOT n 9i n A n 7 n p n 4 in 2-0 3-0 4.0 5.0 6.0 7.0 4 Boning 3 at 15` SILTY CLAY Boring 4 at 15` SAND NOTE: Samples tested at field moisture content. CONSOLIDATION TEST DATA LEROY CRANDALL a ASSOCIATES PLATE D_2 1 1 1 A 1 1 1 1 1 1 1 1 1 3. 0.( U ? 0.0 U)- = 0.0 U z z 0.0' -i NO 0. 0. z 0 U 0.0( M, LOAD IN KIPS - PER SQUARE FOOT 0.4 0.5 0.6 0.7 0.8 0.9 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.01 C Boring 5 at 29' (- F SAND' Boring 5 at 10. • "• -._.__ SANDY SILT NOTE: Samples tested' at fi-eld moisture content. CONSOLIDATION TEST DATA LEROY CRANDALL a ASSOCIATES PLATE D-3 BORING NUMBER AND SAMPLE DEPTH. 2 at 12 at 3' 4 at 7' SOIL TYPE: SILTY CLAY SILTY CLAY CLAYEY S'I LT CONFINING PRESSURE: 200 200 200 (Lbs.-/Sq. Ft.) -FIELD MOISTURE CONTENT: 18.7 22.1" 26.2 (% of Dry 'Wt.) EXPANSION FROM FIELD TO SOAKED MOISTURE CONTENT: 3.2 5.2 1.1 N SOAKED MOISTURE CON -TENT: 23.0 27.3 29.2 (% of Dry Wt. ) SHRINKAGE FROM FIELD TO AIR-DRIED MOISTURE CONTENT: 5.2 6.1 3.8 (°!o) AIR-DRIED MOISTURE CONTENT: 9.6 15.1 7.7 (% of Dry Wt. ) TOTAL VOLUME CHANGE: 8.4 11.3 4.9 N EXPANSION TEST DATA LE ROY CRANDALL AND ASSQCIATES PLA - TITLE _ -2 .� 110CUYXNTATIOif _ : BULLU.C�" `S' DEPARTMEN"? = R E -E I:V E• D- Plaza' Camino:<ea1 Shoppfig.;Centerr �llAR`:2. 1979 Ca is ad; -Cal fo Fro�ect.18,0A;0-00. ^;CLTY- QF CARLSBAD : - : : Building` Department;::. LP;DD' .- =KELSEY, i. TV.001, ARD`;.-: , C'eriter -Drive:, : PZe or.t�-BeaeYi; -C`al:forria 4 :92'6- wP . - - V _ RECEIVED C Form BUILDING DATA FORM 2 9 1979' -� aAN �f_SSlpa, BUILDING ENVELOPE COMPLIANCE Project Title u I- L -o G v ! j LADD, KELSEY & W; �ey PC Documented ' ='-!``, Documented by `� 0- 0,4"6 Location A42 C ! t No, Date Project Designee Checked by Date t�jy i SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) 1 Latitude Degree Days -heating (from Table 2 of Appendix 1) 2 3 -� 1' 012 ' SF, Solar Factor(from Fig. 4.1.11 or Table-2 of Appendix 1) 4 17-1 ,'lr AT, ASHRAE design temp — 7e (from Table 2 of G Appendix 1) 5 ____�., BLDG. DESCRIPTION Occupancy Type Code Number (from Table 1 of -Appendix 1) 6 Q Gross heated'floor area, sq. ft. 7 1 Number of floors 9' ri S G Ground Floor Perimeter, ft. 3° �- Longest diagonal dimension at ground floor, ft. 10 Height, ft. 11 C� ..i Wall Roof Record the detailed materials data on the Materials Data Form - Form 2 Aopa4ue wall ' 12 % ) Awindow 13 1 60 Adoor 14 1 0 o Totai Aow Line i 2 + 13 + 14 15 9 CJ Surface Areas Heat Transfer Coefficients (see Section 4.1.8) Winter Uwall 16 (heating) Uwindow 17 summer Udoor Uw 18 19 (cooling) U . 20 1. Udoor 21. Shading coefficient of glass, (from Table 3 of Appendix 1) sc 22 Weight of Wall' Construction, Ibift2 w 23' ti - Mass Correction Factor (from Fig. 4.1.16) MCF 24_ Equivalent Temperature Difference (from Fig. 4.1.16) TO., 25 Surface Areas Aopaque roof 26 0, 13 T? Askylight 27 i> Total' Aor (26 + 27) 28 � • %skylights (27/28) 29 2, Note: If Line 29 is 5% orgreater, automatic light-sensitive switching systems are required in the area lighred by sky - fight. Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater 30 , - 3 Enter the sum of line 26 and line 30 31 r: t S. BUILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE PROJECT TITLE • �QFESS10/1,1 Heat. Transfer Coefficients (See Section 4.1.8) �.. winter �Q Q -� �"—`•.�`�( (heating) CID summer r' (cooling) LAJ PlO.1900 J ;I Shading Coefficient of skylight (from Table 3 of Appendix 1) ; c ("" Mass Coefficient (from Fig. 4.1.16) - `� Absorptance (from Fig. 4.1.16) Floor Area over unheated space U-value for floor HEATING DESIGN CRITERION Standard UoW (from Fig. 4.1.2) Standard Uor (from Fig. 4.1.31 Standard Uof (from Fig. •4.1.4) Maximum allowable Uo (from Fig..4.1.1) Proposed Uow (from Fig. 4.1.7) Proposed Uor (from -Fig. 4. 1. 10) Proposed Jof (from line 40) Proposed Uo (from Fig.4.1.1) Note. Uor is calculated from the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area A,or COOLING DESIGN CRITERION Standard OTTWw (from Fig. 4.1.15) Standard OTTVr (41 x line 44) Standard OTTV (from Fig. 4.1.13) Proposed OTTVW (from Fig. 4.1.14) Proposed OTTVr (from Fig. 4.1.14), Proposed OTTV (from Fig. 4.1.13) Note: OTTVr for the proposed building is calculated from the equation of Fig. 4.1.14 using the value from line 27 for the area of skylights, and the value from line 28 for the overall roof area Aor / Page 2 of Form 1 Uroof 32 Uskylight 33 Ur 34 Us 35 SCs 36 - ? Mc37 Ac 38 Ao f 39- Uo f 40 43 44 45 ..r 46 47 48 49 50 Line 50 must not exceed line 46 51 3 1► 52 ' 53 54 55 + h 566 - (D - PiS Line 56 must not exceed line 53 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE ESS/n, Form 2 11 0 i Project Title Location t klhlz c 13 /"-D Project Designer yei rcln6,r - LLJ i No. 4906 s , M tON i. 11 Wall Wall Type 1 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) Heat Transfer Coefficient (see Sec. 4.1.8) Surface Areas (attach sheets to document any additional compass orientations) Wall Type r 1 CC O N T,1 rJ v 21)) Weight of wall construction, Ib/ft Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional compass orientations) Wall Type S ' i Weight of wall construction, Ib/ft2_ Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional' compass orientations) Documented by Date Checked by Date W1 1 , 5�'6 U1 2 1 �4 Orientation 3 Area 4 Orientation 5 S l Area 6 Orientation 7 $ C a Area 8 if Orientation 9 S OUT 4 Area 10 3 �' W2 11 U2 12 Orientation 13 S I d 1'lM iF ►r Area 14 71'7 Orientation 15 W ES7_ Area 16 3 3 3 Orientation 17 NQ'Z E-4k) r $ l Area 18 Y k Orientation 19- Area 20 W3 21 I U3 22 Orientation _ 23 Area 24 Orientation w a 25 Area 26 j k Orientation 27 UI w_l= Area 28 (2+ Orientation 29 Area 30 MOJECT TITLE' U C l t O ESSIG',i�,. Wall Type 4 Weight of wall construction; IWO W4 31 ' w P� _: u �� ln8'Surface Areas (Attach sheets to document any, additional 4 32 - j� compass orientations) Orientation 33 C-Df Area 34 f j Orientation 35 Area -36 Orientation 37 -�_M E�� Area 38 TF OF L'ti� i Orientation 39 Area 40 Glass type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs, data) 41 - 6 7 Heat Transfer Coefficient (from mfrs. data) 42 - 6) Surface Areas (Attach sheets to document any additional Orientation 43 EA S �1 compass orientation.) Area 44` Orientation 45 Sn s Area 46 Orientation 47��-- Area 49 t Orientation 49 Area 50 Glass Type,t ) (L Q M T 1 NV 01b) Shading coefficient (from Table 3 of Appendix 1' or mfrs. data) 51 Heat Transfer Coefficient (from mfrs. data) 52 Surface Areas (Attach sheets to document any additional Orientation. 53 1,0 Compass orientations) .. Area 54 3 b Orientation 55 Area 56 Orientation 57 Area 58 Orientation 59 Area 60 Glass Type 3 Shading coefficient (from Table 3-of Appendix 1 or mfrs. data) 61 ' Heat Transfer Coefficient (from.rrifrs.data) _ 62 Surface Areas (Attach sheets to document any additional Orientation 63 - compass orientations) _ Area 64 Orientation 65 Area 66 Orientation 67 Area 68 Orientation 69 Area 70 " .; 5!lt?_ +._-r--`.o•,.. .-.. .. ,.F..,rp rr•.<a'�r+m!G.!o�re;•�+racrw.n!-+v►.w..i fx �'-±T.'7$1T."R?'..:s,�w ... J..�t.� _ ri..,..t,�r�atgr _f;:,.rwSC�..w,,..•..s;c.rn..'p-_.'-�;.:7Z".N,«...R..e,..�:.' .. .... .Ihb1� c i1t1..J YJA 6H rutty,':,—/y:J.. r�.W'v .:.ti a .^-,Jr .. V r O.: Orro A. - PROJECT TITLE PC Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 w , : �i Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 Orientation 75 mA Area 78 �'J. ,Y ^• •' •.: / qT� Orientation Area 77 78 OF C�,;�c°3 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof construction, Ib/ft2 (see Section 4.1.8) 81� Heat Transfer• Coefficient (see Section 4.1.8) " 82 • o G Surface Area (Attach sheets to document any additional roof types) - 83 0,130 Skylight Area 84 ) 0 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 Skylight Heat Transfer Coefficient (U•value) 88 ' ) Floor Floor Type 1 (floors over non -air conditioned spaces only) " Weight of floor- construction, Ib/ftz (see Section 4.1.8) 87 Heat Transfer Coefficient (see Section 4.1.8) 88 Surface Area (attach -sheets to document any additional floor types) 89 Doors Surface Area g0 ! 0 O Heat Transfer Coefficient (U-value, see Table 4 of Appendix 11 91 ..- ..,..�.s- ��-,.•�n, r w, zrnn,..-w�•r.-u�mm:...•..rc,trfw-"••z•^.Y �sr-. e .. "; .ry�?'4+,+':-??'-`4 rw'''�%..."�.t,nr n'%" •l -3 ^ I rtivru�cu �u,ti,� nuk.i.�,W H��ct�its►. y Pc r rr�r _ No. 1T906 .�. OF CNtL list of'Construction Components R R. 1.13 OL �r i vim, t� 140 TF/1 r M F _ ` _ • O • Imidt Surface Air Film' � � �'' .► G � cooling heating Sketch of Construction Assembly Outside Surface Air Film WEIGHT: 3. lb/ft2 pooling heating Check one: ToUi Resistance R-t tooling heating Wail Roof. _...._ LLVatut lilR=l 5� ��J•Ga tooting heating Floor _....r.�.....�.., ..�•... ..�..-.�..,..- ....... r .+..•:- ..�•......+.......... � xa+:+•... •�r",s:. �-esr�sc�!+nu+.scraa-�1.:._ - PROPOSED CONSTRUCTION ASSEMBLY Sketch of Construction -Assembly VV IGHT: aZ lblft2 Check one: Wail Roof. Floor .�. �RpFESSI� Pcm a 1( No. 11�06 List of Construction Components R ivy* ,+ = , l 1NS0L�4iT/0 3. 4. «:.....�- .._.�. L 7. L. - Inside Surface Air Film - cooling lusting Outside Surface Air Film__ • - �oolirg Resting Total'Resistance R= cooling beating lI-Value (I/Rt) cooling heating „...._�....►. �...-.. , ..... _ ... , ,... - - ...., -.. _ _. R,. .. .....,,, .-.M....r-+-++-r_ax. � �.s...:+•.r, �s.t :. �-o,�y�.enrr•�n�c;aa �.t: . PROPOSED CONSTRUCTION ASSEMBLY pt, Plo. 1906 �`r 11 f I �► .y I � , S iiif Vf• YW N�(YiY V►! 4�77 Fi V►IC!!Li tj - • - 1- �f a N � wuQ.t- u i�.<cr-r� 3.r • �3 Lj��.... . IrWde Surface Air'Film l 7 - cooling boating Sketch of Construction Assembly Film i 1I:/ft2 Outside Surface Air WEIGHT: Cooling . Mating Check one: Total Resistance R-t cooling hating Walt Roof _ _..._ � .U-Value (IiR=i • ► � � tooting heating Floor .� CO Form' 4. n DOCUMENTATION FORM HVAC SYSTEMS COMPLIANCE (Complete for each system) Project Title >> IiL -s • Location 44 C l A" D Project Designer DESIGN CONDITIONS Qdf ESS/(j� y1^p�nl��,l ` No. 11,906 Building occupancy type (Table 1 of Appendix 1) Project Latitude (Table 2 of Appendix 1). Heating Degree Days (Table 2 of Appendix 1) by Date Checked by Date REF, HEATING LOAD DOCUMENTATION (Attach calculations) N o • (Zia A-T "Q-'� Outdoor -Design Temperature, Winter, OF Wind Sneed, mph Wind direction Indoor Design Temperature, OF Temperature .of adjacent unheated spaces, °F Transmission Heating Losses', Btu/hr Infiltration Air, CFM Heat Loss From Infiltration, Btu/hr Ventilation Air, CFM ' Heat Loss From Ventilation, Btu/hr Outdoor Air for Special Processes, CFM Heat Loss from Process Air, Btu/hr tither Heat Losses (describe), Btu/hr - Heat Gain from Lights, Equipment, People, etc.'Btu/hr Total Heat Losses, Btu/hr COOLING LOAD DOCUMENTATION (:Attach calculations) Outdoor Design Temperature, summer, dry bulb, OF Outdoor Design Temperature, summer, wet bulb, OF OF Indoor Design Temperature, 1 2 Transmission heat gain, Btu/hr VPNTIC+9-Tta"1 444retivnrAir, CFMI. v v Heat Gain from Btu/hr " Outdoor Air for Special Processes, CFM Heat gain for process air, Btu/hr 1 7.. -7 Y Solar Heat Gain Through Windows, etc., Btu/hr Heat Gain from Other Sources, Btu/hr-y4-� Total Cooling Load, Btu/hr TEMPERATURE CONTROL, • Attach manufacturer's data or, other, give specification or drawi • No. 11:966 -efeF. ce�whlch shows i talrl. • capability to sequence heating and cooling • temperature control device set point limits • temperature set point range between full heating and full cooling • setback and shutoff control; •• capability to terminate heating at 70°F and cooling at 7eF following information: REFEAENCE (page o�r�sheet m� bt�.•t s t-# �4A w M L isrA N Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: • each separate HVAC system • each zone Dw4 M -4_ b t,44'g "° SIMULTANEOUS HEATING AND COOLING . TheJollowing requirements apply to the use of new energy and need -not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold"deck temperatures, on representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems • Automatic reset of heating temperature, .to limit energy input only to that level N A .to offset heat loss due to transmission and .infiltration. Reheat systems = give reference specifications page.or drawing number which -will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of'the zone requiring the most cooling. Single zone reheat systems shall be controlled to sequence heating -and cooling.. 1T-76ess x Papa 3 of Form 4 Dual -duct or multizone systems —give reference -specifications, page or g nurpo rl ,U�h'vv IIl ouv�'ompliance with the following: IVVff ( I; MQa �� REFERENCE k � Hot duck temperature — must be automatically reset to the lowest F OF temperature necessary to satisfy the zone requiring the most heating .—. KI t • Cold deck temperature-- must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling. Recooling systems —.give reference specifications page or drawing number which shows compliance with the following if recool'ing 20% or more of the total air in the system. 0 Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the l zone ,requiring the most heating._ )`T INVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and -any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations or drawing page numbers. Type HVAC Systems Used — List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. �Al UL' l - Z ON F 6, a 01- t 4) 1W pkk r A.fit r� � � t�. w 4 M - 1 S c 11) V A H C2 PA-cK-1 U jV t 7" C ®l, t. w C �4-�K.• D v t,i,: A--G ''1 Constant volume reheat system —lvhen serving both interior and exterior zones — separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling -coil. QRpfSSfQ. Page4 of Forth 4 PCM ' No. 11906 v ' DUAL DUCT AND MULTI ZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy sirr'y'l ed�P: Ili `,i c�of air streams which are subsequently mixed for temperature contro! are prohibited for-buildi Vvie t� ware feet of conditioned { space. If used, the air leakage for dampers utilized•for the mixing of heating lir�r all be limited to a maximum leakage of 3% of the total air quantity handled -by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE I N Economizer Cycle — For each cooling fan system, for other than anal -dust or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle un less one of the exceptions allowed is claimed. REFERENCE bW Electric Resistance Heating Systems — These systems shall not be used unless the total elect, is resistance heating installed capacity is less than 10% (ten percent) of the total building space heating capacity or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE N �� MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation — Dampers which are automatically interlocked at+d closed on fan shutdown are required. REFERENCE D 1! P-� h�' C 1 rFlJa Gravity Ventilators — Either automatic or readily accessible manually operated dampers must be provided for all open- ings to the outside with the exception of combustion air openings. REFERENCE 1,4 POWER CONSUMPTION IN FANS REFERENCE b, Constant volume system Total Supply Air Quantity, CFM �5 �' Total Pressure of Supply Fans, Inches of Water ,► Total Supply Air Quantity Adjusted for Process Loads, CFM 1)1, °n ► 4 Net Fan Performance Index (FPI) 3. 0 3 Variable volume system Total supply Air Quantity at Maximum Flow, CPM Total Pressure of Supply Fans at Maximum Flow Inches of Water Rtf S$; Q ',•,, Page 5 of Form 4 • • W No: 19F POWER CONSUMPTION IN FANS (continued) Fan Performance -Index at Maximum Flow (FPIm), CFM z� Variable Volume Adjustment Constant '9jOF Adjusted for Performance Index, FPla ��,` PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE W M `1 6 • DOCUMENTATION FORM & t-orm HVAC EQUIPMENT COMPLIANCE 10 No. 11506 f; / *�� OF C.", References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- p6ance with Division 6 of the standards. AC ELECTRICALLY OPERATED COOLING Standard rating capacity, Btu/hr _ : SYSTEM EQUIPMENT Minimum-EER (COP) �AC-I 1.1 We.% 7,1� Reference DW4 M•1 $Cf�f:DvC r:� ABSORPTION WATER CHILLING Heat source (check one) COOLING SYSTEM EQUIPMENT Direct fired (gas-oi1) Indirect fired (steam -hot water) Minimum EE'R (COP) Reference COMBUSTION HEATING EQUIPMENT Minimum combustion efficiency at (Oil and gas -fired comfort maximum rated output 1 A heating equipment— Reference ELECTRICALLY OPERATED HEATING Minimum EER (COP.) '_. � L_ HEAT PUMPS Reference Supplementary Heater Control Reference ELECTRICAL RESISTANCE SPACE REFERENCE FOR FULL -LOAD ENERGY HEATING EQUIPMENT INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) batG i -1 SPECIFICATION REFERENCE c�► BUILDING DATA FORM" , //! Form 7 BUILDING SERVICE WATER HEATING COMPLIANCE (Refer -to Chapter 4.4 of the Energy Conservation Design Manual) tidy / ��ey P"G/;;�r • •, ., ��-".ented,By CD - • PRQ,IECT TITLE L L "� << cc No. 11906 �' _ � 1 - Data Location Checked By MECa Project Designer TF F CALa�� Date. SERVICE WATER HEATING SYSTEM DESCRIPTION energy Source Type — Record 1 if gas, 1 2 if electric, 3 if other Occupants (Use Table 1 of Appendix 11 Weekdays .2 t 3 o- Number of Occupants in Perimeter.Zone weekends and Holidays • 3 Weekdays 4 3 fl o Number of'Occupants in Core Zone Weekends and Holidays 5 Weekdays 6 hrs. Occupancy (hours of use per day) Weekends and Holidays - 7 i ° hrs. Personal HW Demand Total Number of Occupants (Line 2 + Line 4) - HW Demand Per Person, gal/day (From Table 1 of Appendix 5) 9 gaIlday Total HW demand for personal uses; gal/day ( Line 8 x Line 9) 10 3 gal/.day Equipment HW Demand (attach description list) ; HW demand for equipment requiring 140°F HW (e.g., dishwashing and laundry equipment) 11- 0 gal/day Special equipment requirements (attach description list) 12 0 gal/day 13 °F 14 gal/day - 15 °F Water Supply Temperature (from local utility) 16 1D OF AT for Personal HW Demand 010°F — Line 16) 17 —l.=°F AT for Equipment HW Demand (140°F — Line 16) 18 N�OF Hot Water Usage, days per year 19 3 k days/yr. PERSONAL HOT WATER USAGE •(at 1100F) 8.34 x Total HW Demand (Line 10) x Days of Use Pei Year (line 19) 01, ��o x AT (Line' 17) = Annual Energy Consumption = 20 Stu EQUIPMENT HOT WATER �'WSAGE (at 140°F) 8,34 x Total HW Demand (Line 11) D x ,&T (Line 18) = Annual Ener SPECIAL USAGE (other service temperatures) 1-60 m6r- f; g No 11906 i 47 � m2,'tn : ° / `v�bf Us✓�;kIVr e -9) FC Annual Energy Use for Special Applications For HW uses requiring water temperatures other than 110OF or 140°F, determine the appropriate AT and HW demand and cal- culate the annual energy use in the same manner as shown above. Refer to Table 18 of Appendix 2. Document the special uses and corresponding calculations on an attached sheet. Total Building Annual Energy Use for Hot Water (Line 20 + Line 21 + Line 22) SOLAR WATER HEATING CREDIT (See Form 9, Line 86): AUTOMATIC STORAGE WATER HEATERS w Size: height in feet diameter in feet volume in gallons ; Energy Storage Type — Records as 1 if gas, 2 if electric, 3 if other Test Methods Used Record: (a). for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) "(b) for NASI C 72.1-72, Section 4.3.1 (elec.) . (c) for other (list)'below) For Electric Total surface area of the storage tank Total watt-hours used over the test period Duration of test period (in'hours) Standby heat loss performance, Sp watts/sq. ft.) Maximum allowable Sp (watts, sq. ft.) S%F w l �•! SGifl41�vl-lam No765 For Gas or Oil Fired C• Total gas or oil consumed as metered, (Q) in cu. ft., or gals., respectively Gas Meter Correction Factor (CF) (CF = 1.0 for oil -fired heaters) 18—T6663 Paste 2 of Form 7 21_. 0 Btu 22 Btu --: 23f01 S 0213tu 24__._ Btu . 25 ft- 26 ft. 27 gal- 28 2 29 _ 30 -ft2 - - 31 watt/hrs. 39 hours 33 watts/ft2 34 watts/ft2 Line 33 must be less than Line 34 for compliance 35—_`'— cu.ft./gals. 36 Pape 3 of Form 7 0000 . QRgtESS!{1� `�•, l ��.`� `gar •�:r-. •;� �_* �' f r at Standard_ Conditions in ., as a Oil ( H ) No. ��c� "'� t�eat►ng Value o G Btu/cu. Btu/cu. ft. ft. or Btu/gallon respectively 37 Stu/gal. *'Duration of Test -Period, Hours (t) Storage Water in Gallons (V) 38 hours 39 gallons . !' olume of Weight of Storage Water in Pounds (W) '9TF V Stored Water (T2) 40 pounds 41 I F pr C%V- Average Temperature of the - . OF --- Average Room Temperature 42 \• Actual- Standby Heat Loss Percentage (S) 43 % Allowable Standby Loss Percentage (Smax) 44 % Line 43 must be greater than Line 44 for compliance Total Weight of Water Drained from the Tank (cWd) 45 ill lbs.. - OF Average Temperature of the Inlet Water (T1) 46 -Recovery Efficiency of Heater (Er) 47 _%. Minimum recovery efficiency - 48 Line 47 must be greater than Line; 48 foe Compliance _ Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot'Water (pmd) 49 galh►r. Fraction of the Year when the Outdoor Daily Mean. Temperature is More than 64.9°F (days/365) 50 (fraction) Total Energy Delivered to the Combination Boiler to Maintain Cothe Stored Water Temperature at 90°F above Ambient Room Temperature During the Test Period (S) 51 Btu/hr. Total Allowable Standby Heat Loss of a Combination Service/ Ji Space -Heating Boiler (Smax) = 52 Btu/hr. Line 5must be less than Lire 52 for compli ce The actual overall thermal resistance (R) of the tank and its The actual overall thermal resistance (R) of the tank and its insulation (See Figure 4.4.9) 53 The minimum overall thermal resistance (Rmin) of the tank and its insulation 54 Line 541must be greater than Lie 53 for eompliahce TEMPERATURE CONTROLS 55 W �' ( "q 4 I t. The proposed design complies with Section T20-1522 of the Standards. Give location in the drawings, or specifications, where the required temperature controls are shown or speci- fled. (See section 4.4.5 of the Manual) ( MP OPERATION The circulation hot water system is arranged so that the 57 circulating pump(s) can be automatically- turned off when the hot water system is not in operation. Give location in drawings where such arrangement can be verified. L L4d f 5"�a i -9,�� . tl,� Oitzo -t- 6 lz 07 .. A.-Aft".0 7 q t 4 CFM (.2.— r37 T, f 111, S 00 r�0LL0Ct7. r r 4`r- at PA Io 31) q �j 0 a (1, q) �-D e r- �, i ��+�� 6 � l�'L• � � � '��Ff_ 4 � �� ♦ l to "�':��T, �1fC•u� Z-01 Z. Cr�G! ��j � �tL �� F , k•1 - S r€ tT-�f 311 � r Q ��. {,3 7) (,4 ?)3) 'eel) tr r 4 `�" •( � of S 4r r t (: �- u yyyy� ' _ qq l ✓ i.. i J 2�Cf ESSIOA' \� Cry �'�,� '/�� •� u-•-qti F C /. Z 'L'71 !o.I -'z l ► `�� r f">, li t;`t !:1 3 3 1200 ELM AVENUE . CARLSBAD, CALIFORNIA 92008 Citp of Carridab TELEPHONE: (714) 729-1181 The Carlsbad City Council has approved an ordinance that will impose a license tax.on new construction. The purpose of the tax is to raise revenue to pay for public facilities such -as parks, major.streets, traffic signals, storm drains, bridges and public -buildings. The necessity for such facilities results directly from new construction and the most practical and equitable way of paying for such facilities is a tax on.new construction. The ordinance will not become effective until it is approved by the voters of Carlsbad at a special election to be held June 5, 1979. However, the tax imposed by the ordinance Will apply to building permits issued on or after April 1, 1979. The tax will not be collected until the -voter 'approval is obtained. The. purpose of this letter is to inform you that, even.though you have obtained a building permit which is subject to the tax, you will not be required to pay the tax until after the election. No occupancy permit shall be issued or occupancy permitted until the tax due has been paid. The tax will be 3% of the valuation of the building permit for each residential dwelling unit and for all commercial and industrial con- struction. Building permits issued for remodeling -or alterations to an existing residential dwelling unit are not subject to'the tax unless an additional dwelling unit is created. A.credit toward the tax will be given for park land or fees which may have been given previously. dl dz There are also certain exceptions and exemptions from payment of the tax. The amount of credit for previous dedications, exemptions, or exceptions will have to be determined in each case. �~ �1 The tax will be payable at the time a building permit is issued,, except p for -those permits issued between April 1, 1979 and the certification of the election, in which case the tax will be payable prior to the i-ssuance of an occupancy permit. Based on the provision addition to other fees construction at $ Ino- 41n.Z. GI . 1 of the ordinance, for your Building the amour�}}tof tax due in Permit #'i�,e. for is the voters?will be payable prior.to the issuance of an occupancy permit. sug est tha y s t funds aside to cover this fee. ARD S. BURN Director of Building and Housing RSO:ldg aszr.�a c-ro_ -mac. - 9 - v d o 0 0 U > OD CO h N N N O N 5 x 6 i z a 0 a Q O N Q CO t� a a Z August 3, 1979 CITY OF CARLSBAD Building Department 1200 Elm Avenue Carlsbad, CA 92008 Attention: Ray Green AUG6 1979 CITY OF CARLSBAD Building Department C!/1 7 /_ r ie �r Ae Subject: BULLOCK' S/CARLSBAD II% - Project No. 78040-00 Dear Ray: This will serve to summarize our telephone conversation of August 2, 1979 regarding the above captioned project. The sewer fee originally paid for Carlsbad I has been transferred in total to Carlsbad II. No additional fee or forms are required for our sewer connection. Additionally, mechanical and electrical contract docu- ments have been received and checked by your department. There are no plan corrections and both these permits may be picked up by the respective sub -contractors. Please contact me if this versation or if you have regard. incere jy, o e A. Cormier Project Architect RAC/hgb cc: Cressman, R. Jahns, E. Lehnen, T. is not as you recall our con - additional comments in this I Mo'60_1L'1'"19' 0. BUILD PERMIT APPLIC TION City of CARLSBAD, CALIFORNIA 92008 ADb)16hf"tC'spaces 729-1181 iC6MD1ete numbered aces only.Permit No. j 0 DD'R, ESA' - Al f) F 4 -ortz ASSESSOR'S PARCEL NUMBER L 9 ' L, QT'Y - " ISLK T (C35 E E ATTACHED SHEET) BOOK•- PAGE PAR. _4;A.L DESCRI., I'TRAC OWNER MAIL A06RESS ZIP PHONE 2 -31 4'86-51�14,7_ MAIL ADDRESS 'JPJONE STATE LIC. NO-. CITY LIC, NO., 30167 " - a 0 IVA= S Wili U ': :'L , - Z c Q -ar 'Sj _,Cp _44?& 40, .303 t ARCHITECT ORL DEVIGNER 11ej.;Z314 DMOIJIMAIL ADDRESS 91• PHONE ...... L.rC.Et46E'NO. 4 fj(Dt)J�M ' A*XA** T*0 Eh G IN Etk MAIL ADDRESS 5 M 4, t 41 -9 A via C6M'F'EN9,AT,'IC-N INS. CARRIER MAIL ADDRESS BRANCH 400 Wilshire AIV&* L.A., Cal* 'USE- OF'BUILOIN G, T 7" '#" . NO. BDRMS - �NO. BATH tj N 11 A LTJ RATION 8 ass:of-'W,'9'rk: [ANEW DA1101 El REPAIR 0 MPV/E El REMOVE 9' pesHbev'rk�- C 0 Ldi (I'th steel frawaz bzterior I -till mtal 1 U-0kilig 1411 'r=40047 wall pj�d/,_f M* from 10 )Chkigie-"df,`tA so, N Qangeof,'-use to U Vwork: $ 11 Vai '6tio�-'6'_ -46 r ft L PLAN CHECK FEE $.' RMITFE($ -.4 PEI n� SPEC(-AtcpNbiTjONS: Type of Const. ClCcCr�ancy 6r;UP r:I MICRO M FE FEE Size of Bldg?,_' (Total) Sq. Ft. No. of '4�' Stories Max. Occ. Load sr: Z Fire Zone Use Zone Fire Sprin k �Ip, Required s Y. '0No APPLiCAT! k.-ACCEPTE ANS CHECKED BY Ile APPROVED I SWANCE BY IS OFFSTREET PARKING SPACES: No. of No 4 U TE DATE Dwelling Units Open Covered Sq. Ft. en NOTICE Special Approvals Required Received Not Required PLANNING DEPT. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- HEALTH DEPT. -ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS.PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 1,20 DAYS AT ANY TIME AFTER WORK IS COM- OTHER (Specify) MENCED. ENGINEERING DEPT. I HEREBY, CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICAT '%_I�`AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER DEPT. ALL IS "ONS OF LAWS AND ORDINANCES GOVERNING THIS PROVO TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN. OR, NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE 'PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION-. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) SIGNATURE OF OWNER IF OWNER BUILDER)- (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) -THIS IS YOUR PERMIT PERM -IT. -VALIDATION N CHECK VALIDATION, CK. mo, CK. M.O. CASH, TOTAL FEES $.2 INSPECTOR it DATE: April 26, 1979 Vendor N CITY OF CARLSBAD 1200 Elm Avenue Carlsbad, CA. 92008 (714) 729-1181 0Cn11C0r M-IM IAIAooAKI-r Purchasing No. Dept. No. The Director of Finance is hereby requested to draw a warrant payable "To: - BULLOCK x S Seventh and Hill Los Angeles California (90014) IN PAYMENT OF THE FOLLOWING: ACCOUNT NO.. AMOUNT Refund 'in the amount of $3, 549.60 01-000-4220 $3, 5,49.60 (800 of $4 437.00) for Building Permit #78--4086 at 2557 El Camino Real. .(Change of Tans. s Authorized By: City Manager u By. Depa tment Head TOTAL $3, 549.60 Approved By: Purchasing Agent �jND PLEASE SIGN THIS D RETURN 'TO: FOR CITY USE CITY OF CARLSBAD DATE:- v X)p)fNAffw( D:K9XAgXfEWXX BUILDING DEPT.-. REC. # 1200 ELM AVENUE ACCT 4 CARLSBAD, CA 92008 , CITY OF CARLSBAD REQUEST FOR REFUND REFUND HAS BEEN REQUESTED IN THE AMOUNT OF $3,549.60- _(800 of. $4,437.0.0) BY Bullocks_ FOR Bldg.Permit #78-4086 (Change. -of Plans) at 2557 El Camino Real. CARLSBAD MUNICIPAL CODE SECTION 3.32.030 REFUNDS - (A) WHEN NOT OTHERWISE PROHIBITED BY LAW, THE CITY COUNCIL MAY AU- - THORIZE A REFUND OF ALL OR PART OF ANY FEE COLLECTED PURSUANT TO THE CARLSBAD MUNICIPAL CODE IN ACCORD WITH THE PROCEDURES'. I OF THIS SECTION. (8) A WRITTEN REQUEST FOR REFUND SIGNED BY THE PERSON PAYING THE FEE SHALL BE FILED WITH THE CITY MANAGER 'SETTING FORTH THE FACTS AND REASONS WHICH JUSTIFY THE REQUEST. • (C). THE CITY MANAGER SHALL INVESTIGATE"THE REQUEST AND FORWARD IT. _ - TO ThE:..CITY COUNCIL WITH HIS RECOMMENDATION. -... - - (D) THE CITY COUNCIL MAY GRANT THE REQUEST IN WHOLE•OR IN PART IF THEY FIND THAT: _. - • - (1�� THE FEE WAS-PAID.UNDER A MISTAKE OF .LAW OR FACT; OR (2) THE CONSIDERATI ON FOR WHICH THE FEE WAS PAID HAS NOT _ BEEN RECEIVED AND THE CITY HAS NO MORAL CLAIM TO. THE MONEY; OR •-(3) •IT IS INAPPROPRIATE AND INEQUITABLE TO RETAIN THE FEE, -_... --.. WHICH IN GOOD CONS-CIENCE, EQUITY AND JUSTICE SHOULD BE RETURNED; OR - - (4) A REFUND IS NECESSARY TO PREVENT AN•EXTREME HARDSHIP � UPON THE PERSON PAYING THE FEE FOR WHICH SUCH PERSON IS NOT RESPONSIBLE. (E) UPON RECEIPT OF AN AUTHORIZATION FROM THE CITY COUNCIL, THE, CITY TREASURER SHALL MAKE THE REFUND. (ORD. 1184 S 1, 1975). SIGNATUR OF APPLI NY DATE ' A DR s F STATE ZIP TELEPHONE k�d_ �m'.cm C -- E_ ARTMENT HEAD DATE 4fjo AYA SEVENTH AND HILL LOS ANGELES, CALIFORNIA 90014 EXECUTIVE OFFICES October 20, 1978 Mr. Richard S. Osburn City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Re: Bullock's Building Permit/Sewer Fees - Expiration Date October 27, 1978 Dear Mr. Osburn: eJE II XL rl- OCT23 19 a CITY OF CARLSBAD Building Department Relative to your letter dated October 17, 1978, and Mr. Paul D. Bussey's letter of July 3rd pertaining to our building permit and sewer fees, we would like to notify you that economic circumstances have made it necessary for us to commission Ladd, Kelsey, Woodard, A.I.A. to redesign our building in the City of Carlsbad at a lesser square footage. We would prefer to have you hold our building permit and sewer fees in abeyance until we resubmit a new architectural set of plans in mid-1979. If this is not possible, based on your July 3rd letter, we will accept a check for the refund of these fees. Yours truly, Richard A. Rayl, Vice President Director of Properties RAR:kam cc: Jim LeNeve - LKW Ed Jahns