Loading...
HomeMy WebLinkAbout2561 EL CAMINO REAL; ; 79-98; PermitMODEL NO. BUILD G 'PERM -IT APPLIC . TIO:N: City of CARLSBAD. CALIFORNIA 92008 Q,In,;rant to rmmn/ete nurnhered snares only. Phone 729-1181 Perm it N0. JOB ADDR ES S' - - - - - - --ASSESSOR'$ �. :'.� c i o R��4� PARCEL NUMBER' _- 1LEGAL .D.ESCR. LOT NO'.- - SLK - /� - - - /\,� _ TRACT _ - - : _74,//J/�� (OSEE ATTACHED SHEET) �/ v _ _ t�i BOOK 'n�/j 0_/_ - PAGE O.• P-AR. /e/►, - ^f -OWNER - -• MAIL ADDRESS - z•IP - :2 PHONE- - 2�' 4'R.�_ o 'e k C'D•. 9Gb S . RFM o N.77 AI Aim s e pf i C ACTOR ' MAIL 1,�"S '- PHONE STATE LIC.'NO. - CITY L�IC. NO: R HITECT OR DESIGNER MAIL AOb �-J _ P ONE �iD� . • ..L.�ICEk'S E- O. -„ �+�. �IwOR - 4�1 �'u �o �ycI9r� /cur ENGINEER' MAIL ADDRESS - _PHONE, - LICENSE NO. 5 COMP,ENSAT.ION INS., CAR R R AIL ADDRESS - _ - •BRANCH - .USE OF BUILDING - - - - 7 OR F: %/� 0. NO'. BbRMS- NO'. BATHS' 8 Glass.of•work: NEW ElADDITION- O.ALTERATION O REPAIR-O-M'OVE- 0 REMOVE 9 Describe work:ivy;" J - -11.3 -7,? _ _ 10 Change of use from Change of•.use 3, 735% 5 F5 4 11 Valual'ion of work; $- d0 - .� $O PLAN CHECK FEE •Sr. _ �', ` PERMIT PEE S. f� R SPECIAL CONDITIONS: _ _ Type -of : Cons). ,. Occupancy Group MrcRo _• F•E A Q• Size of Bldg-. (Total) Sq. F�t. O No. of ' Stories Max. Occ. Load Fire Zone - Use Zonew2 Fire Sprink ers ' Required Yes t�No ' APPLIt2%1T70 CCBY PLANS -CHECKED BY '-' -APPR F R ISSUANCE BY OQ No. of Dwelling Uriits. "~� OFFSTREET PARKING SPACES: Covered Sq. Et. _ Open NOTICE -SEP'ARAT.E PERMITS ARE'REQU'TRED FOR ELECTRICAL., PLUMB- IN.G, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAY.S,OR IF CONSTRUCTION'bR WORK ISSUSPENDEDOR ABANDONED FORA PE-RIOD OF 120 DAYS A.T. 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 PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS _TYPE OF -WORK WLLL BE COMPLIED WITH WHETHER SPEOIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME- TO GIVE AUTHORITY TO- VIOLATE OR CANCEL THE PROVIS NS OF ANY OTHER. STATE OR LOCAL LAW REGULATING UCT10 OR T- ERFORMANCE OF CONS RUC ION: 772 Special Approvals Required Received Not Required PLANNING DEPT. HEALTH-DEPT. - FIRE DEPT. SOIL REPORT L� OTHER (Specify') ENGINEERING DEPT. WATER DEPT.. SIGNATURE OF_CONTRACTOR UTHORIZED AGENT (DATE - - . SIGNATURE OF OWNER IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE►-THIS-IS'YOUR TFMMI7 PLAN CHECK VALIDATION CK. M.O. CASH PEgMIT VALIDATION CK. M:0 CAs CP v C—� �'09��0 tA ✓� ,QI/t TOTAL�FEJrS $ Z J 3 9 25,- MOc7EL �g-w BUILD NG PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Permit No. -`'>Ei JOB ADDR ESS ASSESSORS 5a14V .tlmRed,, �. PARCEL NUMBER LOT NO. BLK TRACT (❑SEE ATTiACVj.'D $HEETI, BOOK + .PAGE ��f ¢PAR. A, LEGAL 1 DESLR. OWNER p�. MAIL ADDRESS ZI'P #PHONE 2 CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ' Q jA Cam. QW�rr $. "fit St..,* �I�� A 1G 21w /6 x— - 7. ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 �'"A*'•* COMP ENSATIO,N INS. C,A RIit ER MAIL ADDRESS x,. ,,,. II' - "F . B'RANJ.R 'bM� . s 1 ti A",r�' , Co.: P* �. Box 2 w ss, �x , USE OF BUILDING 7 rejmrtzedmoNO. BDRMS No. BATHS- -8 Class of work: ANEW ❑ ADDITION ❑ ALTERATI-ON ❑ REPAIR ❑ MOVE OVE 9 Describe 1{ � � �� ll� ' "�' A. 'j work: , , 1 10 Change of use from Change of use to 11, Valuation of work: $ � � PERMIT FEES PLAN CHECK FEE � :+"�" � , MICROS FIL FEE SPECIAL CONDITIONS: Type of Const. Occupancy Group Size of Bldg. No. of Stories Max. Occ. Load Fire Zone Use Zone Fire Sprinklers Required 1-1Y8s [:]No APPLICATION ACCEPTED BY. ALANS CHECKER,;BY yF�P,VR V D FOR ISSUANCE BY OFFSTREET PARKING SPAC No: No. of CA T'E DATE Dwelling Units Covered Sq. Ft. Open NOTIC Special Approvals Required Received Not Required PLANNING DEPT._ SEPARATE PERMITS ARE REQUIR D FOR ELECTRICAL, PLUMB- HEALTH DEPT. ING, HEATING, VENTILATING OR R CONDITIONING. THIS PERMIT BECOMES -NULL AN- VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF FIRE DEPT. SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) ENGINEERING DEPT. 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 WATER DEPT. 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 -OR THE PERFORMANCE OF CONSTRUCTION. ,CaONST)RUCTION ` ' ^. ?yet dR. x-:r - 'f 't .Z^r' t.....;,✓'°"`«-;?'' �.«+'«^e SIGNATURE OF CON TR AC{{TOR=OR AUTHORIZED AGENT (DATE) Sa.rN' - - SIGNATUREOFOWNER IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) TH12S 15 YUUH rtnm) i PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O.- CASH T OTAL FEES $ W INSPECTOR a V A INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. -MODEL NO. BUILD G . PERMIT APPL:lC Tl , , P. � City of CARLSBAD, CALIFORNIA 92008 -' f dnn•/inmt. to rn /.6to nL/mhPrP/i,cnAL`P.c nnlV._ Phone. 729-11,8 1. 'Permit Nn.:.._ - - JOB ADDR Ess t ASSESSOR'S PARCEL- NUMBER • LEGAL 1 DES'CR. ';- LOT -NO. „1,��() �- BLK TRACT - ( /'`.rL Li (❑SEE _ATTACHED SHEET) ... ./W BOOK • ' PAGE. �VG4.✓ PAR., 4�^•' OWNER _ MAIL ADDRESS ZI•P z - - - .PHONE ' 64, Q 4-31 7- - COL�TOR, - - 7L Ilk ss .�' PHONE ` .- 'STATE LIC, NO. CITY LIC. N0: CRESS �, N& PHON LICENSE NO. "ER tA - ENGINEER - All, ADDRESS 5 PHONE LICENSE NO. - -COMPEN,SATI.ON INS. CARRIER- - y MAIL ADDRESS._ - 6 t BRANCH US1 OF B° DING 1 NO. BDRMS - _ - NO. BATHS `8- Class of wo-,rk: ❑ NEW 'ADDITION ALTERATION REPAIR -O MOVE- El'REMOVE 9 Describe work: 10 Change:of.use.from Change of use to - - 11 . Valuation of Work;:, $ PLA14 CHECK FEES P,ERMIT' FEE $ - - SPECIAL CONDITIONS: Type of Const. '- -Occupancy' Group • MICRO FILM FEE _ Size of Bldg. (Total) Sq-. Ft. No. of Stories Max. Occ. Load Fire ZOng -Use - ' •ZOne - Fire Sprin'klerS RegUlreCj. E]yCS NO ,APPLICATION ACCEPTED BY, DAT +'', ,PLANS CHECKED BY - APPROVED FOR ISSUANCE BY-, DATE No. of Dwelling Units OFFSTREET PARKING SPACES: No. Covered_ _ Sq. Ft._ - Open. NOTICE SEPARATE PERMITS -ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND. VOID IF WORK OR CONSTRUC- TION' AUTHORIZED IS NOT COMMENCED WITHIN M DAYS,OR IF TION', CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 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 SPECIFIED HEREIN. OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESU E) T_O GIVE AUTHO-RITY TO VIOLATE OR CANCEL THE PROVI (,INS OF ANY OTHER STATE OR LOCAL LAW REGULATING C • CT.I N OR THE -PERFORMANCE. OF CO TR CTION. Special Approvals Required Received Not Required,__ PLANNING DEP-T. HEALTH DEPT. _ F1RE DEPT. "SOIL REPORT OTHER (Specify-) ENGIN-EERING DEPT.- WATER DEPT. ' = SIGNATURE OF CONTR296R OR AUTHORIZED AGENT I (DATE), - SIGNATURE OF OWNER IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED UN THIS -SPACE) THIS Is-YOUM rhHrVII r PLAN CHECk VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH_ TOTAL FEES $ M -`- .. �'A:4 iA+�arc^S # a - . - ... ,....« ., x.., ..r_.......t..........2e».. .....-pv...nt.».- -_ _ ... -. ..... n -.... Y`•—+• � - 194otitl AP PLUMBI, G;',?-E 1T,,.n. P CATIC I -75 - City 6 CARLSSAO , CALtFOf NIA92008. - Ap l rat to complete numbered spaces only.-�' O'n.e' 729-1181: Per(rli't' �A••, - �LOT,,.,NQ!:=. - - ��yy `'� ELK. * TRe1CT �'-+}LEGALDESCA jf1m4aiz,?Ry "c?� OWNER w• "- - ��' - 'mot MAIL ADDRESS, ZIP 41- x �. y ,�..'''gPIHONE If CONTRACTOR i MAIL ADDRESS PHONE -STATE LIC. NO. , CITY LIC, NO. ARCHITECT OR DESIGNER 'MAIL ADDRESS PHONE � � ,IF''T! 41 ENSE IJ O. ; � ,'.,�' �T" 4 �''' � �. fib.:+ �.� "�a�._ �.a�'� a�°" :�.•�' .�•''a�"� �'""'` „��".. ,f' '`� _ '� .:r ENGINEER �.,�+ MAIL ADDRESS PHONE LICENSE NO. COMPENSATION (NS. -CARRIER MAIL ADDRESS ��"�^,''i y s'f.^ ,K'•*n d7��,rA'BRAN CH,y+;f , '�`ks".�' �t ,A 7''6 r ,tee'' ,r� r•'yw�° � .s�'IF r+>•1�i7�.. �!'." / ,�+�'� ,P �"� USE OF BUILDING 7 r .or+ 8 Class'otwork: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR 9 Describe work: .fi PERMIT FEES No. Type of Fixture _'o'r•,Item Fee ` SPECIAL CONDITIONS[ WATER CLOSET (TOILET) '.' Woo BATHTUB LAVATORY (WASH -BASIN) '.l 40 SHOWER P KITCHEN SINK & DISP. .+ oz, DISHWASHER APPLICATION ACC• PTED BY PLANS+C^HECK -BY APPROVED FOR ISSUANCE BY. LAUNDRY TRAY a - _ CLOTHES WASHER ✓ DATE WATER HEATER 3 NOTICE. URINAL CFO, DRINKING FOUNTAIN THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION• AUTHORIZED IS NOT'COMMENCED WITHIN 120 DAYS -OR IF - FLOOR —SINK OR DRAIN A� as CONSTRUCTION OR WO.RK'1S:SUSPENDED O-R ABANDONED FOR A SLOP SINK PERIOD. OF 120 DAYS AT 'ANY TIME AFTER WORK IS COM- MENCED. GAS SYSTEMS: NO. OUTLET I HEREBY, CF}RTw-Y THAT- I HAVE READ AND EXAMINED THIS APPLICAT[Q,N•;AND-KNOW,.THE SAME TO BE'TRUE AND CORRECT, ALL PR'OVI'SI.ON'S 'OF_ LAWS AND ORDINANCES, GOVERNING THIS WATER PIPING & TREATING',EQUIP. to WASTE INTERCEPTOR TYPE OFF WOEjK-,WI'LL BE COMPLIED WITN WHETHER SPECIFIED HEREIN Oft' N'OT; THE GRANTING- OF A PERMIT DOES NOT ;,: VACUUM BREAKERS -PRESUME'TO GIVE, AUTHORITY, TO VIOLATE OR CANCEL THE, PROVISIONS OF ANY'OTHER' STATE OR LOCAL LAW.REGULATING ; CONSTRUCTION'• OR THE".. PERFORMANCE OF CO�ISTRUCTaON.,,, LAWN SPRINKLER SYSTEM " SEWER NUMBER CL6ANOUTS CESSPOOL _- Y SEPTIC TANK & PIT ,`•' ;' ROOF DRAINS SIGN, TU E OF CONTRACT O UT ED A,EN 'i (DATE) ' ISSUANCE, FEE ' `,; , .$ , ApIt , f.OTAL FEES $ - - SIGNATURE OF'OWNEA- I-F OWNER BUILDE - +(DATE)-' WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN -CHECK VALIDATION CK.- M.O. CASH PERMIT VALIDATION CK: M.O. CASH INSPECTOR PLUMBING - x�=}f, � L=: PERMIT APPLICATION . Cityof L SBAD, CALIFORNIA ` Permit No.. Axle - Applicant to complete numbered spaces only. ' JOB ADD R-ESSyr��, - 0 1- Co.�s r�,.,j�,, ^.� gy ara# CPlat + Caui t* leal, CalObadr ��r+ - �2 Z � a ,itoebuti. m D LEGAL LOT NO. - BLK TRACT (❑SEE ATTACHED SHEET) - U O O 1 D _SCR. A m OWNER MAIL ADDRESS ZIP PHONE m 2 Se4wsl, ; ebu c q« 9 . -"x ont '� , ,�.� �xa, Cali ce 91802 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 r�.�lu rite p_r0teati 9 rarer • St.. aU i�o, �• 923.23 Z80525 ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO. , ENGINEER MAIL ADDRESS PHONE LICENSE NO. -LENDER - MAIL ADDRESS BRANCH USE OF BUILDING{ yy�5�+}iyr�. 8 Class of. work: .NEW 0 ADDITION 11 ALTERATION -• PAIR . 9 Describe work: ��, t ire opril�. ... PERMIT PEES No. Type o i Lure or item Fee - SPECIAL CONDITIONS: " `---WATT OSET (TOILET) $ BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. ` DISHWASHER APPL"CATIONIACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE.BY: LAUNDRY TRAY CLOTHES WASHER _ WATER HEATER r NOTICE w URINAL DRINKING FOUNTAIN THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF - FLOOR --SINK OR DRAIN CONSTRUCTION -OR WORK IS SUSPENDED OR ABANDONED FOR A SLOP SINK -PERIOD OF 120 DAYS AT -ANY TIME AFTER WORK IS-COM- MENCED. GAS SYSTEMS: -NO. OUTLETS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS WATER PIPING & TREATING EQUIP. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WASTE INTERCEPTOR TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT VACUUM BREAKERS PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING _ F CONSTRUCTION OR- THE PERFORMANCE OF CONSTRUCTION. -LAWN SPRINKLER SYSTEM , SEWER CESSPOOL _ SEPTIC TANK & PIT SIGNATURE OF CONTRACTOR`OR AUTHORIZED AGENT (DATE) 0. rr atey�R�ys j�Ir PERMIT $ l 'ys SIGNATURE OF OWNER IF OWNER BUILDER) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ' -PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. INSPECTOR 'CASH AI . trs ) ELECTR AL PER-N_ IT� APPL1` ATI :N ':. City of CARLSBAD, CALIFORNIA 92008 k Applicant taromplete numbered spaces only. -Phone perril it No: --LOT,NO. LEGAL - SLK 'TRACT _ (aS,EE, ATTACHED SHEET) , I DE_ CM. OWNER MAIL ADDRESS ZIP - '_ PHONE _ %ilmo.t CONTRACTOR- - MAIL ADDRESS PHONE ' LICENSE 'NO. STAT-E - CI-TY - �-'�!�'�y��^.' qq gip y��} �` Lam{ S W -. 157a ARCHITECT OR DESIGNER - - '- - MAIL ADDRESS- PHONE LICENSE;•NO. ENGINEER" - MAIL ADDRESS PHONE LICENSE NO. - -COMPENSATION INS C-ARRIER MAIL ADDRESS BRANCH 6 " USE OF --BUILDING - - 7 8 w Clinof-w-wk: 'NEW . ❑ ADDITION ❑ ALTERATION-r ❑ REPAIR 91. , Describe work: :PERMIT FEES No. Each.•, _ -,Fee SPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT •- NEW CONSTRUCTION, 'FOR. EACH '.,._'�. '- --_'• AMPERES OF MAIN SERVICE, -SWITCH, FUSE• OR - BREAKER- APPLICATION'ACCEPTEDBY;,.'PLA NECK]EDeV: APPROVEDFORISSUANCEeV: d r-` f 'BCDG.' ' NEIK'SERVICE ON` EXISTING- .DATE: FOR EA. AMPERE OF INCREASE.;.,,,, IN MAIN, SERVICE, SWITCH, ... NOTICE 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 FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL,AL MENCED.. IN FOR EA. AMPERANGE E OF I 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, 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 TEMP: SERVICE UP TO AND INCLUD- PROVISIONS OF -ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. 'PER 100 SIGN TORE OF%CONTRACTOR OR AUTHORIZED AGENT -(DATE) PERMIT FEE SIGNATURE OF'OWNER_ IF OWNER -BUILDER -(DATE). . WHEN PROPERLY VALIDATED IIN 1 MI5 arAUr! 1 Mm * win rpnmt i PLAN CHECKV.-ALIpATION C►c. M.O. CASH PERMIT VALIDATIONcK.' M.O. cases 41 Pi -- INSPECTOR - -Z Ploo �R QU.ALITY O.RIG- A. L !i .IN 53 f r.,CH ."N." `:Cf y'o�' -ARL A''[ 'APp%ieant<to cQ j�7efe,ut�ibed'sp_, �a"y Q, eV -.R 3<< V. ADDR ;ESS e<-Gr --- =F•.._ ..�+'t-..�.-_ �,<i_�r'�•%� .., - - .p-.:-ltis;Y•a• _ _ - p A: `.. _ Y-� iy .S:-.. �'i1 t:.�• u+{: tr $-..-q?rt':�. :�'�`•�• �Z.^:��r'-' sy� - _ -s '•L_ ,..�•� :7-'. `. /,y�y.��� :`9':". `'c%: e''F� ?5.1•e.• ya."• ytg{:�' 3•" i"�i"5 - V::rV^' �4 `.s *y:.•: ds +/ply. .f. - sf^a.-'.x."4?i�.: ..` :i.'4'J'I~`:". v' _ y•�K.,'r' - _ L''Y+-:.'� CaA'- 'LOxi tr3•` - - CIL" : i '''. - :YR ACT. } "`��, - fir; - '-i•r - - - - .'tv _ iy lgx+rr� !'s'£iE '-T7A' ` ED• SFIEET^ _ i ':'ice •7 - ,ta = r,, _ - '-OWtiE - -'•: _. �xy. f 4Af)DRESS' - - ,';Y fi::''.z;1.P f' - PHONE 4>,�,+'��,✓1,1!�;��'3�`b � s�p• ,'..`*J '�--�'Cil` .7" ".",.r.'Y+••''�:'�5."`Y{ y. � ,r1 - _ y��'t�A$�u�`.w:.a-.,.i .w ,tom' CONTRACTOR - MAIL ADDRESS?, STATE LIC. NO. CITY LIC. NO. ARCHITECT OR DESd GNER MAIL ADDRESS PHONE LICENSE NO. 4 MAI7r.-L AD 3" E55 PHONE - --` LICENSE NO.-' - :x:t4�.es^-'•ae.'g�w,'"` ^+^cr�ca••ren, a �,.-ar. t LENDERAdL. ADPRE53._.`.'•,rtt.Tt(�,a`-BA,A�N CH. T,�:_._._,-,�r.:.;.�_ •�.-,R, -=*.=. - -:"'� _ _- •y�Y"'Si k!''%3='=" mil:- �^ ,:tt,. - -1 _._•=—ice' - - - _ - ice.=...'-•: g`a:,€v'.�.�s:_ _ �•,'%-. `v-t--< ,-'- '_s-`.=ram f ^;�;?: `15a rvt=.=�':•�.-.'- a_ .=i=' ri �_` r,=�; . i - �'iw yam-.,==c`-,...,`�-,4 :t- _ _ - r'=�_,t'--s"",..iT 7 ' - `�.-',-•` "i•.�`:, �--" w�'T`.-'"��«'''F_"",'"",+'��` - . •=, _ USE OF BUILDING 8 Class of work" : ,,EIs Y ❑ADDITION ❑ ALTERATION ❑ REPAI R "'t5y.' Y 9 Describe Work,. r,3 - - `esofiFeil F --°.O,il'\ Nat: Gas ❑: L'PG Q Yp :b . R ,� FEES', `SPECIAL��ON- ;IT.YC3', - =�:Yr'-�� - _No. _ f: f s, `e"' E` 'i e W �hT'� ,a; m rit+ .Y�?: q�P,- e. , F e {'� _ •".a+::r'` `.i;.'.�'sa:'. c,•r'.` . L;. -:" 'r.' r r.:_ r- _ y�ir . - - __ - .�:, ., ji: r•C::.:< - =;•;' �-r• t✓:'-.ilY _.7.. .'_r;�-`SAfi„�^, - .�h:• - _ �efri'eF�fii%ii;'lfnlfsr= E H:P..EB._ ': Gas Fir,_ed,A.C. Units •;a. _ oonaa_�;Ea. Forced A`ir Systerrjs=6.T.U: " M Ea. -APPUCA` ION ACCEPTED BY---: PLANS CHECKED BY - - ' •APPROVED'FOR-ISSUA, CE'BY. Gravity Systems—B.T.U. M Ea. Floor Furnaces—B.T.U. M Wall Heaters B.T.U. M • ' '. ' Unit Heaters—B.T.U. M Evaporative oolers vaporative Coolers °.sTH-fSPER,M»_TB�EC, ONE:rS-NamULL'A,NDVQ--tb'IF`WORKTRCU RC.O=N_S, YtQN.AUTHOR'IZE',D-1$'NOTCOMMEN6F--b NiTHIN'120DA'YS,OR,;1-F.�-� •C_aar, ' Clothes Dryers"tONSTRUCT1 OR WPekDED.OR,ABANDONEQFO�;A. < S aE K1 r ' _O T,AV RFTE EF�u .' '•' 4 �<fI : Ranpe'F•lodd", - ;'.L,.iIE,REBY'CERTLFY T.t-IAT I HAVi*,R A0 AND EXAMINED T.H`I$,= '- Alr Handling Unit— %ef4p' C.F.M. ;ARPLICATION ANDtKN,OW'THE'SAME L•O BE TRUE -AND C0RREC,1-T.•,' ALL:,PROVISI'ONS"OF LAWS AND OR•DINPiNCES, GOVERNING T•ti1S,-'; "TYPE ' -- OF WORK WILL BE COMPLIED: WITH WHETHER SPEC IFI-Ebb' • `­HEREIN'-HE.REIN'-,OR, ; Incinerator NOT, THE -GRANTING ;,OF. A ,.PERMIT 'DOES NOT.";; PRESUME" TO GIVE AUTHORITY TO •VIOLATE OR 'CANCEL'THE'. PROVISIQNS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE -OF- CONSTRUCTION. - .- - _- _ '"S S - -� 41••R+-^,`4',u,4v� i�'_'i.tc"'.✓i'." S4GNATURE Df t0t$TRAC T01(;-OR AU THO.It` ',KD. tNT, ', -:,;(DATE) - - _ - c`'+�--„' - ., %''�.,-•`•,• ';,tS;"' 4 _E>F-EE 's U. N. - +rR" `; f OT 'G `FEES A S SIGNATURE OfyiOW'N If: -OWNER sU•ILDER =-'DAT,E)_'..; •'-,: `..'l.. - _ - - - - - . tO `' ' WHEN PRQPE'RLYr:VA�IDATED:=11N "IHIS'SPACE}.T S fS.Y ;xY :_t H1- QUR('ERMT P1 AN'CHECK =VALID 4TION cK.:-•K' `=ir+o,' - ,c sf±'. PER'MIT'V;a'LI'DA I.ON' cK. 'iv10. CASH ` 44, INSPECTOR i __ APPLICATION FOR IT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD IV? SE 19 8 9 BUlt-DINO DEPT. ENGINEER-ING DEPARTMENT 729-1181 EXT. 35 ISSUED BY FOR APPLICANT TO FILL IN DATE ISSUED BUILDING TV ADDRESS VALIDATION OWNER MAILING ADDRESS CONTRACTORI CONTRACTOR'S ADDRESS NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION LATERALCHARGECOMPUTATION' STANDARD 4", (Max. H. 30', V. 101 OVER 30'H._@.- FT. OVER 10'V.—@ FT. STANDARD 6" (Max. H. 30', V. 1-01 OVER 30' OVER 10, V. FT; TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA:REMARKS: 2!:":: ASSESSMENT DIST. NO. FRONTAGE —COST PER -FT. TOTAL OTHER OTHER LATERAL LOCATION CONNECTION -FEE PER - UNIT —'--' �TOTAL NO. UNITS Y_CbST PUMP STATION FEES NO. UNITSCOSTPER UNIT. TOTAL ST. TOTAL CHARGES (LATERAL ETC.) LATERAL NO. INSTALLATION DATE APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER -SYSTEM CITY OF CARLSBAD (B (� ENGINEERING DEPARTMENT SE SANITATION D�PT., . 729-1181 EXT. 35 1 ?. ISSUED BY FOR APPLICANT TO FILL IN t. DATE ISSUED BUILDING � ADDRESS . cj/' a f►,:jP VALIDATION OWNER "!� - o MAILING ADDRESS .9 „y lyrind� ' CONTRACTOR / f i CONTRACTOR'S ADDRESS NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION STANDARD 4" (Max. H. 30', V.; 10') - OVER 30' H. ( FT. OVER 10, V. @ 'FT. STANDARD 6" (Max. H. 30', V. 169 OVER 30' H. @ - FT.. OVER 10' V. @ " FT. TOTAL CONSTRUCTION COST SERVICE CHARGEdREPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: LINE COST DATA At ASSESSMENT 'DIST. NO. FRONTAGE —COST PER FT. TOTAL OTHER LATERAL NO. LATERAL LOCATION ST.I INSTALLATION DATE — CONNECTION FEE NO. UNITSC�'" �ad COST PER UNIT '';f ' -TOTAL PUMP STATION FEES NO. UNITS. COST PER UNIT TOTAL x TOTAL CHARGES (LATERAL ETC.) R - .0100, //—/Oo�s ops", e077,4 6 REQUEST FOR INSPECTION TIME: INSPECTOR PERMIT NO. DATE: OWNER P ;tG: ADDRESS BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE ED FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR -LATH OR DRYWALL Z FINAL PLUMBING [] UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER FINAL READY FOR INSPECTION: ONDAY ro ❑ P.M. SPECIAL INSTRUCTIONS ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. 0 SMOKE DETECTOR I MISCELLANEOUS I 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS REFER PIPING FINAL ❑ TUESDAY ❑"WEDNESDAY [ O THU 7--:3o REQUESTED BY f� /t-;"/ PHOLI NO. Y ❑ FRIDAY PERSON TAKING REPORT REQUEST FZ IN TIME: INSPECTOR PERMIT NO. DATE: � �0 1 OWNE (37 BUILDING O FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE O FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION INTERIOR LATH OR DRYWALL* FINAL PLUMBING 0 UNDERGROUND PLUMBING O UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN O GAS TEST WATER HEATER 0 FINAL READY FOR INSPECTION: MONDAY YA.M. ❑ P.M. SPECIAL INSTRUCTIONS ELECTRICAL O TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE O CEILING HEAT 0- G.F.I. 0 SMOKE DETECTOR 0, FINAL MISCELLANEOUS 1 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL ❑ TUESDAY ❑ WEDNESDAY ❑ THURSDAY ❑ FRIDAY . REQUESTED BY PHONE NO. PERSON TAKING REPORT 4z 0 Testing Engineers —San Diego 11 UiEj3467Kurtz St., P. O.Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3130 LABORATORY NUMBER RT1��_G�fi1 REPORT OF TENSILE TESTS DATE TlanPmhar 5. IQ7Jq FILE No. #50 -2 MATERIAL:- Reinforcing Steel Joe: Sears - Carlsbad SUPPLIER Brawley Steel ADDRESS: Camino -Real, Carlsbad, California DATE SAMPLED December 1, 1978 OWNER: Sears Roebuck and Company SAMPLING TIME 1.0 ARCHITECT: McClellan/Cruz/Gaylord & Associates = SAMPLED BY Testing Engineers- ENGINEER: - Ruthroff & Englekirk San Diego CONTRACTOR: R.G. Fisher Company HEAT -NUMBER 323E207 f 322E416 DESCRIPTION d of Def- NOMINAL DIMENSIONS #5 ./Rd #9 TEST AREA. 80. IN. 0.31 1.00 YIELD, LSS. 22800 79010 TENSILE STRENGTH. LHS. 34970 115000 YIELD. P.S.I. 73500 79000 TENSILE STRENGTH, P.S.I. 113000 115000 4 ELONGATION IN— 8 INCHES 12%_ 14% :MEND OR FLATTENING OK OK WEIGHT SHIPPED, LHS. 15701 690 GRADE 60 60 HEAT NUMBER. DESCRIPTION NOMINAL DIMENSIONS RECEIVED TEST AREA. Sq. IN. YIELD'. tHS. ���� I�% . 8 TENSILE STRENGTH. LHS. YIELD. P.Sa. TENSILE STRENGTH: P.S.I. CITY OF CARLS13AD % ELONGATION IN INCHES Building DepaftCnt BEND OR FLATTENING . WEIGHT SHIPPED. LHS. �.-.1p GRADE REPORTED TO: CLIENT Samples comply with applicable -sections of project specifications. (1) Sears Roebuck 'and Company (2) McClellan/Cruz/Gaylord &.Associates- (1) Ruthroff & Englekirk (1) R:G-. Fisher Company {1 R+X. Fisher Company, Attn: C. Jensen <(Y) 'City of. Carlsbad THC:-kp TESTING ENGINEERS- S ' DIEGO REVIEWED BYZI - T.H. Kapman, R #12882 S.)n D;ego C ahlorn a C4211p 14-22.1 21ll1 Telex 697,b41 . r 1116-od and Ayde Consultants �--' ugus�15 1977 Project o. -173C The May Stores Shopping Center Executive Offices 611 Olive Street St. Louis, Missouri 63-101 Attention: Mr. Robert L. Murphy Manager - Professional Ser SEARS AND BROADWAY SURCHARGES ANALYSIS OF SETTLEMENT READINGS AND CONSOLIDATION PROGRESS PLAZA CAMINO REAL CARLSBAD, CALIFORNIA 4 es As part of -our engineering services on the subject project and at the request of Mr. Larry Rogoway, we have reviewed the settlement monument readings provided to us by Rattray and Associates and have plotted the data on the attached "Time vs. Settlement Curves," which represent settlements through July 20, 1977. In addition, we have analyzed the consolidation progress through the above date... Measured total settlements under toe Sears surcharge as of July 20, 1977, are as follows: Monument No., S-1 S-2 S-3 S-4 S-5 S-6 Settlement in feet 2.56 2.63- 1.19 .27 .10 .12 Total cons,olidati*on•under the surcharge in the.areas of Monument 'Nos. S-1, S-2 and S-3, is proceeding generally as anticipated and settlement under Monument Nos. S-4, S-5 and S-6, has essenti.a C /CRUZ]GAYLORD RRM GAYLORD CRUI OTHER R E C E I V E D SEP 2 31977 ACTION AU 1 8 CC U Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities i 0 it1C ii,tj .,U)i o . oh,ft IIiIIJ UVItLE.t' w August 15, 1977 T We "ward -Clyde Consui.anfs Project No. 75-173C Page 2 Pleasured total settlements under the Broadway surcharge as of July 20, 1977, are as follows: Monument No. Settlement in Feet B-1 1.64 B-2 1.32 B=3 B-4 1.25 B-5 .54 Total sett.lements.under the Broadway surcharge are less -than anticipated and consolidation rates are slower 'at this.point in time than were expected based on data gathered in adjacent areas. It appears, at this time, that no additional surcharge will have to be, added to the existing Broadway surcharge to allow removal on January 1, 1978; however, arrangements have been made with Larry Rogoway to have, as -an alternate plan,'the addition of 5 feet of surcharge to the northern one-half of the existing Broadway surcharge towards the'end of September, should the settlement monument readings"for the next two months indicate that this is necessary.. Based on the results -of our recent evaluation, it is our opinion that sufficient consolidation will have occurred under the Sears surcharge by September, 1977, and that residual settlements, upon removal of the surcharge, should be within the design criteria. It is estimated that residual differential settlements of up to 2 inches may occur under anticipated building'loads. It is our -opinion that the Sears surcharge can be removed on or after September 1,, 1977. It i-s recommended that the settlement monuments be maintained during -the removal operation and that rebound levels be read weekly during removal and a final reading be taken upon completion of removal. It is -recommended that, the exposed ground be scarified and recompacted.in accordance with the job specifications. It is recommended that foundations be designed in accordance with the recommendations given in our report dated September 17, 1975. P,u C, 1 t , � ,-, ,, ., .Ir r 1 . i- 4 ri.G: 1 ALJgUst 15, 1977 Project No. 75-17. Page 3 %V ,dward•Clyde Consultants Current plans indicate grading and construction in the proposed Bullock's areas. We have done no specific analysis of soil conditions or given foundation or site treatment"recommendations for the proposed Bullock's =, building. It is recommended that the proposed site of the Bullock's - store be investigated for the possible presence of expansive clay or shallow fill material so•that any treatment that might be required can be determined and foundation design recommendations prepared. If you have any questions regarding our recent•analysis, please call•or write at your convenience. WOODWARD-CLYDE CONSULTANTS .1A Louis J. Lee R.E. 14129 LJL/EMB/lkm Attachments- (1) May Stores Shopping Center, Inc., -Attention: Mr. Robert Murphy (1) May Stores Shopping Center; Inc., Attention: Mr. Norm Barth (1) Shui"rman-Rogoway & Associates, Attention: Mr. -Larry Rogoway " 1200 ELM AVENUE TELEPHONE: CARLSBAD, CALIFORNIA 92008 A (714) 729-1181 u City of Carrobab TO:- SEARS, ROEBUCK, CARLSBAD FROM: BUILDING DEPARTMENT DATE: AUGUST 29, 1978 SUBJECT: PLAN CHECK 78-125 1. Extend 1-hour walls at portions of exit corridors marked red in check print. 2. Complete schedule of door. Indicate required fire ratings of following door a�s�►/`{ es. 20 minute -Nos. 187' & 1-hour - Nos. &^ZI 3. Provide note for following: r� A. Electrical primary ground per attached copy of ordinance 8077. ,5f?-F- fe-Lo r 4, r97 Ll"' ,,;,, 3 � Sep tem� ber 22 1977 F : rtliF L`".F:f Building Department City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attention:. Mr. Ray Green Regarding: Sears - Plaza Camino Real,- #77-99 Dear Mr. Green: The enclosed building code check list will serve as a summary of our , meeting on September 15, 1977, at which we reviewed occupant loads, exit. locations and other code items. Fire Marshal Wolenchuk was also at the meeting. One thing which *I show on sketches SK-1 and SK 2, and which we did not discuss, are widths.of exits. I would appreciate it if,you would take a few minutes and review the list to confirm that we are in agreement. If I can answer any questions, please call me. collect, 'lank you. SR:ck Enclosure cc: Chuck Wolenchuk Lee Rankine Bob McClellan Jam Cary Gordon Siechert, Pablo Ruiz Golden Construction Co./�illiam Lewis Yours truly, McCLEU,AN/CRUZ/GAY.LORD Stephen Redmond Project Architect 0 ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 9-1106 (213) 681-8461 (213)•793-9119 d aoa September 21, 1977 BUILDING DEPARTMENT CHECK LIST DATE OF IWBW7IEW September 1, 1977 WITH Ray Green (71�!) 729-1181 PROJECT NAME Sears Plaza. Camino Real JOB NO 77-99-.. STREET ADDRESS' PROTECT ARGITECT Stephen Redmond BUILDING DEPARTMENT 1200 Elm Avenue, -City of Carlsbad CODE USED 76 U.B.C.,•U.P.C., N.E.C. FIRE. ZONE 2 PROPERTY ZONE Comercial P.C.D. OCCUPANCY GROUP F-1 & F-2 TYPE OF CONSTRUCTION Existing mall builgLys,are built as Type III N fully 1. BUILDING AREA: BASEMENT None FIRST FLOOR 75,036 sq. ft. MEZZANINE None SECOND FLOOR 7% 036 sq. ft. - OTHER - TOTAL BUILDING AREA ' 150,072 sq. ft. ARCHITECTURE J ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 °BLiIding Department Check List Page 2 2. AREA JUSTIFICATION: YARD DEDICATION: YES X. NO NUMBER All Sides SPRING: YES- X NO BASIC AREA. ALLOWED 6,000 INCREASE FOR FIRE ZONE III . - INCREASE FOR YARDS - ' INCREASE FOR SPRDWERS Unlimited area with 60, yard and sprinklered. kt (NOTE IF BUILDING IS 2-STORY, 200% INCREASE MAX. TOTAL ALLOWABLE AREA Unlimited 3. EXITS Retail: 30 s.f./occu. lst Floor; 50 s.f./occu. 2nd Floor. OCCUPANT LOAD Office, storage, TBA: 100 s.f./occu. EXITS REQUIRED 4 exits min. each floor (over 1000 occu.) EXIT CORRIDORS 1-hr. for 30 occu. PAINTED STRIPES ALLOWED In,Storage EXIT LOCATION Equally spaced. No legal exits-thru mall. goo ON.-TAT15 0 55 oil No FLOORS All CANOPIES At soffit if 4r-0" wide. OTHER' Combustible attic spaces, furred areas. 5. APPROVALS*REQUDM: City of Carlsbad BUILDING DEPARTMENT Yes FIRE MARSHAL Fire Departmnt HEALTH DEPARTMENT Kitchen TRAFFICE DEPT. By -Site Architect ZONING No FIRE RATING BUREAU No OTHK:S Carlsbad Review Board STATE AND/OR FEDERAL AGENCIES, - None _-= SEARS PLAZA CAMINO REAL McCLELLAN/CRUZ/GAY'.I,ORD & ASSOCIATES Building Department Check List Page 3 WE •ITU'ri'l 6-21-4171111INS BUILDING PERMIT Yes GRADING Yes FOUNDATION ONLY? No 0= - 7:. INSPECTION REQUIRED BUILDING DEPARZMENr . City.of.Carlsbad O= Fire. Department , Health Department 8. GENERAL BUILDING REQUIREI�NTS EXTERIOR PARAPETS Not required HEIGHT INMATE PARAPETS Not *required HEIGHT OTHER PARAPETS --• HEIGHT. TYPE OF -ROOF COVERING Built-up roof CLASS Fire retardant ROOF CONSTRUCTION AND VENTS Nor -rated; vents -if combustible EXTERIOR WALLS Unprotected' Sec. 2203 FLOOR CONSTRUCTION No required. rating; con -combustible preferred EXTERIOR COLUMNS Non -rated FIREPROOFED INTERIOR COLUMNS Non -rated F LRF PROOFED . 9.• CANOP.ItS AND OVERHANGS: ATTICS Non -rated; sprinklered EK7ERIOR WALL. LOCATION 60, side Yard PROTECTION 1-hour TYPE OF'CONSTRUCTION VN 10, FIRE SEPARATION CONSTRUCTION 1_hour between Fl and F2 11. INTERIOR WALLS Non -rated 12. INTERIOR BUILDING SEPARATION 1-hour between Fl and F2; 2-hour required by Sears. SEARS PLAZA CAMINO REAL, McCLELLAN/CRUZ/GAYLORD & ASSOCIATES -Bw.ldsng Department Check Last -Page 4. . 13.. F-H C REQUIRED? 'Required by Sears only, 14. - F E ,REQUIRED? As determined by Fire Marshal and Sears 15. WET OR DRY STANDPIPES REQUIRED? No 16. ATTIC SEPARATION - g?000 sq. ft. areas 17. AMC VENTILATION AND ROOF VENTILATION 1/150 of area 18. STAIR CONSTRUCTION REQUIREMENTS 1-hour shafts for exit corridors 19. TOILET REQUIREMENTS 20. GENERAL NOTES Attic access required or T-bar ' 21. PLAT PLAN: SHOW REQUIRED YARDS, SETBACKS, SEPARATION WALLS & ETC. SEARS PLAZA CAMLNO REAL MCCLELLAN/CRUZ/GAYLORD & ASSOCIATES I �. •. sx IT rV - �_. ._ . - .. . ivy; � 'wx l� F'TY .r-•C�1a=� . SST IT }�►� ;. '"i1-3 • h h Ili ,;' i i 1 , -941-A SEARS, CARLSBAD -Job No. 77. 099 Occupant Loads First Floor E Use Area Occ. /Sg. _ Ft. Occ. Load Retail 35638.. 30_. 1188 Warehouse < 20000 6q 200 Offices .> 13882 100 139 . f2. Rec. Rooms < 1103 15 74 6- Assembly > 1136 15 76 Kitchen 520 200 3 Dining 1840 15 123 Elev. Shafts 256 0 0 Equip-, Rooms 326 0 0 Entries 192 v 0 0 Locker Room 143. - _ 50 3 Total 7503 1 150G, Required exit width = 16-7-3/ 50 = 3-3: 5- Ft. Minimum of four exits required from the building. Second Floor Use Area Occ. /Sg. Ft. Occ. Load R etail 56 073 1121 Warehouse 9199 3'0a' EC>P -31412 F Office & Other 1356 100 14 Elev. Shafts 256 0 0 Entries 384 0 0 .. Fitting Rooms 9-32 -0-1 Auto Center 6836 100 68 Total 75036 Required exit width = le-34/ 50 r —a4 7% Ft. Minimum of four exits required from the building. a l' f �i i yt F SEARS, CARLSBAD -Job No. 77.099 Occupant Loads First Floor. Use R etail Warehouse Offices Rec. Rooms A s-s embly Kitchen Dining Elev. Shafts Equip. Rooms Entries Locker Room Total Area Occ. /Sg. Ft. 35638 30 20'000 300 13882 ro(r 1103 15 F ', 1136 15 '20 zoo? 1840 4 15! 2 5 • 02 326 0 '19 2 ,� 0 143 _ ' 50 Required exit width = 1673/ Minimum of four exits requi3 Second Floor 33. 5 Ft. rom the building. Occ. Load 1188 67 139 74 76 3 123 0 0 0 3 1673 Use Area/ O�c. /S_y. Ft. Occ. Load R etail 56 d'7 3 50, 1121 Warehouse 9499 300 31 Office & Other /1356 100 �, 14 0 Elev. Shafts 256 0 �, Entries �/ 384 0 `,, 0 Fitting Rooms; 932 0 0 Auto Center 6836 - 100 68 Total 75036 1234 Required exit width = 1234/ 50 r 24. 7 Ft. Minimum of four exits required from the building. t SEARS,. CARLSBAD - Job No. 77.099 Occupant ,Loads �- First Floor L. Use Area Occ. /Sg. Ft. Occ. Load R etail ' 35638 30 1188 Warehouse 20,000 30G 67 Offices 1388,\,200 00 139 Rec. Rooms 11035 74 Assembly 11365 76 . Kitchen 520 3 Dining 18405 123 Elev. Shafts 256 0 Equip. Rooms 326 0 0 Entries 192 0 0 Locker Room 143 _ 5\0,,, 3 Total 7503 - 1 ?3 Required exit width = 1673/50 = 3=3. 5 Ft. Minimum of four exits required from the building. Second Floor 1 Use Area Occ. /Sq. Ft. Occ. Load R etail6+073 50 ' 1121 Warehouse 9199 -.-38'0" o d 31 Office & Other 1356 100 14 Elev. Shafts 256 0 0, Entries 384 0 0 Fitting Rooms 93-2 3,0 0 Auto Center 6836 100 68 Total 75036 1234 Required exit width = 1234/50 r 24. 7 Ft. Minimum of four exits required from the building. HEAD ROOM POSSIBLE WITH ESKA-VEYOR til\�1��.1\�Li\�►�:\1\\\ ',�';•:;,�\:;'�\;. •'i:��11� '.:i.����a��. �'.-may CEILING MINIMUM 5411 GARMENT BAG STRAIGHT 41011 �! SECTION f/o-----------. — ---- HEADROOM 1 61311 10 5'7k" �X* —�1 LENGTH OF CONVEYOR (see IChart) { HEAD IF YOUR CEILING HEIGHT IS: ROOM 10' 10,61Ill 11,611 12' 121611 13' CHART 41 611 5101 10„ 51611 610161 6,1 7 1 011 716- SEE PRICE SHEET FOR LENGTH INFORMATION NEEDED TO ORDER:. ; Ceiling Height? Ceiling Material? Dial Wanted? C1 td? • The Automatic Dial requires an additional 6" at the rear wheel i center. This can usually bor accomodated between bar joists. We can "undersling" the potentio- meter at the rear and locate the other parts in a box at the re- versing contactor. There is an extra charge of $25.00 list for "underslinging" the dial. Suspension Included: Included in the list price is a full set ,of 13'6R floor stanchions or a set of 8'0ceiling mount clamps. If ceiling mount, tell us 4hat it is made of and the exact distance from floor. Be specific and you'll get exactly what you need for the job. 0 or wan e Floor Stanchions wanted; or Ceiling Clamps wanted? 15_a '� CONVEYOR CORPG ATIGH Size Unit wanted? P, 0. BOX 20675 "U'l or t1L" wanted? ATLf NTA,, GA. 30320 3250 E. OLYMPIC BLVD. LOS ANGELES, CALIF. 90023 (213) 263-7495 "U" or "L11 Shape: From the front garment to the back of garment after turn, the minimum distance is IV 6" on a 121011 ceiling. McCLELLAN/CRUZ/GAYLORD 1199 East Walnut Street Pasadena, California 91106 SEARS, ROEBUCK & COMPANY Retail Store & Automotive Center Plaza Camino Real Carlsbad, California ADDENDUM C - October_ -_,_ 1978, TO: All Prime Contract Bidders of Record ADDENDUM C Page 1 of 7 This addendum forms a part of the contract documents and modifies the original specifications and drawings dated August 8, 1-978 and Addendum 'A', dated August 28, 1978 as noted below. Acknowledge receipt of this addendum in the space pro- vided on the bid form. Failur-e to do so may subject bidder to disqualification. This addendum consists of 7 pages. . Drawings 1. Thicken the floor slabs on grade to five inches and delete the #3 bars at 18 inches each way. Any other reinforcing shall remain. Reduce the gravel substrate from 4 inches to 3 inches thick. Reference: Sheets A-17, 2. Delete all futures floor mats at entrances- and substitute vinyl asbestos tile furnished by Sears and installed by the Contractor. Add a bronze anodized aluminum threshold at door 245 near grid lines 10 and C. Add a flush bronze anodized aluminum threshold to doors 110, ill, 216, 217, 224 and 225. See detail 'A' of this addendum. Reference: Sheets A-4, A-7, A-8, 18/A-30, 13/A-31, 14/A-31, 16/A-31, 18/ A-31, 18/A-31, 3/A-32� 10/A37 3. Eliminate the masonry planters and associated waterproofing at the north, south and west entrances. The masonry exposed by doing this shall match the adjacent walls. Reference: Sheets A-2, A-3, A-4, A-7, A-15, A-16, B/A-17, S/A-18, S-1, S-4, I/S-8 4. Delete the masonry wall between Electric Room Ill and Stock #1 113, the Computer Room 112, and the freight elevator shaft. Between the Compactor Room and the Electric Room provide a 2-hour stud partition. Between the . StockRoom and Electric Room, Sears will provide a chain link fence (N.I. C. ). Between the freight elevator shaft and the Electric Room, provide a 1-hour stud partition and provide elevator support columns to match the opposite side of the elevator. Reference: A-4, 3/A-19, 18/A-35, S-1 5. Delete the insulation fr.omthe Trash Compactor R-oom wall. Delete the sound insulation from the stud partitions at the toilets. Delete the sound insulation L ADDENDUM C Page 2 of 7 6. 7. E.M. from the walls of the Store Manager 148 and the Superintendent 171. Reference: A-4, A-5, 6/A-34 Delete gypsum board and furring at the undersides of the conveyors. Reference: 4/A-23, 5/A-23 Delete painting of telephone backboards. Reference: A-4, Note #3 Provide_ floor set toilet partitions in lieu of ceiling hung partitions. Eliminate hanger supports. Reference: A-24 9. Delete ceramic tile from walls of toilet rooms 114, 117, 118 and 119 except for full height (floor to ceiling) ceramic the at urinals and on walls facing into water closet compartments.. Add a 5 or 6 inch coved ceramic tile base where wall tile is deleted. Noted the details 7/A-34 and 8/A-34 on sheets A-24 and A-25* respectively. Reference: A-24, A-25 10. Delete brick pavers at north, south and west entrances and continue the con- crete finish up to the entrance doors. Reference: A-2, A-3, A-4, A-7, 4/A=36 11. Delete the mini -brick and gypsum board .and stud furring at the mall side of the mall entrances to Sears at the first and second floors on grid line 1 be- tween J and G. Retain the furring under the metal panels, but delete the metal, panels and substitute 5/8" painted gypsum board. Reference: Sheets D/A-15, 2/A-25, details 3, 4, 5, 6 and 7/A-25, details 17, 18, 19, 20, 21, 22, 23 and 24/A-36 12. Run the gypsum board on the walls of Store Manager 148 and Superintendent 171 to above the ceiling only, except that at the walls separating the rooms from Reception 170 run -the gypsum board full height to the structure above on both sides of the partition. Reference: Sheet A-25 13. Delete the parapet flashing on the back of masonry parapets and substitute two coats of celotex flat-topp emulsion applied per manufacturer's directions. The metal counter flashing over the base flashing shall be the surface mounted type, galvanized and painted and sealed at the top such as Fry Springlok Flashing Type SM. Reference: 1/A-18, 4/A-18, 5/A-18, 6/A-18, 1/A-28, 10/A-28 ADDENDUM C Page 3 of 7 14. Delete the cost of expansion joint- covers at floors, walls, and roof and at the mall entrances to Sears, except that the expansion joints at the gypsum board soffits and fascia, at, the mall entrances shall remain. Expansion joint covers will be furnished by the Developer to th.e General Contractor who shall install his part onto the Sears building. Reference: 5/A-29, 8/A-29, 9/A-29, 10/A-29, 23/A-31, 26/A-31, 1/A-32, 17/A-36, 22/A-36, 23/A-36, 24/A-3.6. 15. Delete the gas meter niche and install the gas meter at grade adjacent to the exterior wall near grid lines A and 10 on a 4 inch thick concrete slab with width and length as required. Reference: Sheets 4/A-30, A-2, A-16, P-1 16. Lower the parapet wall around the entire building 21-0" or 3 block courses. Delete the metal siding on all walls except at canopies. Revise the canopies at the auto center, loading dock and building entrances as indicated. Delete the structural parapet braces at the four corners of the building at the roof. The exposed concrete block on the exterior shall be split -face block and the top four courses of concrete block around the building shall be 4-score split face block. All exterior exposed block shall be medium weight, 8" high, in- tegral color #737 as manufactured by Hazard Products, San Diego, California. The above block will be used in lieu of the 3-score sandblastedblock. Reference: Sheets A-4, A-7, A-9, A-15, A-16, A-18, 1/A-28, 5/A-29, 6/ A-29, 8/A-29, 12/A-29, 13/A-29, 1.9/A-29, 20/A-29, S-1, S-3, S-4, S-5, S-6, S-7, S-8 17.- Delete the retaining wall on the east side of the loading dock and slope the bank as indicated. Revise the retaining wall on the west side of the loading dock as indicated. Add a retaining wall near door 201 at 10 and B. The French drain around the building shall terminate with a 4" cast iron sleeve through the curb of the loading dock apron near grid lines 10 and A. Delete the night depository boxes.. Reference: Sheets A-2, A-3, A-15, A-16,. S-1, S-11 18. DOetethe Store M,anagerts Toilet 147 including walls, ceiling, door, plumbing fixtures, sewer and water line extensions and exhaust fan to roof. Reference: Sheets A-2, A-5, A-9, 3/A--24, A-26, A-27, P-2, M-2, M-4 19. Delete slab. thickening at edges of concrete slabs. Requested by Sears. Reference: Sheets A-17, A-18, 4/A-36, 5/A-36, S-8 20. Delete gas -heaters and associated piping and controls in the auto center. Reference: Sheet P-5, M-8, E-13 ADDENDUM C Page 4 of 7 21. Delete the infra -red heater-s and associated wiring and controls up to the sub -panel at the loading dock. Reference: Sheets M-1, M-5, M-6, M-8 22. Delete the air conditioning supply and relief ducts at the north, south and west vestibules. Reference:- A-10, A-13, M-1, M-4 23. Revise 2" point of connection for water for irrigation at the north side to 1-1 / 2" plug tee and pipe. Reference: Sheets P-1, L-2 24. Delete landscaping and irrigation at west wall of the building and north of the auto center along line 10 between lines B and A. Reference: Sheets L-1, L-2 25. Relocate wall hydrant near grid lines A and 3 to west side of door 107 near A and 5 to. reduce length of the pipe. Reference: Sheets A-4, P-1 26. Extend storm drain from 6" standpipe for fire sprinkler drain near 5 and A to 5 feet out from the building- at line 5 and connect into site storm drain to be pro- vided by the Developer. Delete piping which will not be used due to this change. Reference: Sheets P-1, A-4 27. Drop entire Compactor Room floor down to elevation 23. 83 and slope 1" to floor drain at center of the room. Reference: Sheet A-4, 18/A-35 28. Use 1/2" gypsumboard over the rigid insulation on the masonry walls in lieu of 5/8" gypsum board. Change note on detail 11/A-34 to read 1/2" gypsum board. Reference: Sheet A-2 note 5, ll/A-34 29. Delete detail 4/A-34 and substitute detail 10.2. 9 enclosed herein. 30. Revise the roof elevation from 64.0 to 61. 5 at grid line intersections 2A, 1B, 1.K, 2L, 9L, lOK, lOB, and 9A. Reference: Sheets S-5, S-6 ADDENDUM C Page 5 of 7` 31. Slope ceilings above stairs #1, 2, 3, 6 and 7 in lieu of a level ceiling. Main- tain a minimum headroom clearance of 9'-011. Reference: Sheets A-20, A-21, A-22, A-23 32. Sears will furnish and install the light fixture canopy including the installation kit #43699. The Contractor will furnish the acoustic tile to Sears. The Con- tractor will furnish and install the drop curtain walls and hangers for the light fixture canopy. The Contractor shall form a plenum in the attic space above the light fixture canopy by extending gypsum board up to the roof struc- ture on one side of the drop curtain walls and by adding a curtain wall between the canopy and stock #6. The Contractorshalll-provide six 24" x 24" air grilles in. canopy. Delete duct to exhaust fan above. Reference: A-12, 1/A-36, E-18, M-3 33. Relocate the 3" waste line drop at grid line 1 and F to drop down in column 3E. Furr column out as required. Reroute waste line from beauty salon and from sink and floor drain on second floor at E-3 to take advantage of the shorter run. Delete the grease interceptor in the kitchen from the base bid and from the mention in alternate "D" described in Addendum 'A'. Reference: Sheets P-1, P-3, C/P-6, A/P-6, Addendum 'Al. 34. Add light fixtures to soffits of north, south, and west entrances. Add 20 type A9-300 recessed incandescent fixtures with necessary wiring. Reference: Sheets E-4, E-7 35. Delete the access door in the soffit over door 107 at grid line A between 4 and 5. R of er enc-e: Sheet A -10 36. Revise door 199 from a roll -up door to a pair of 4' x 8' two-hour hollow metal rated fire doors with rated metal frame and held open on fusable links. Pro- vide hardware including butts, latchset, closer and silencers in finish to match other doors. R evis-e width of door 244 to 4' -0" wide. Reference: A-8, A-27 37. The Climatron system- will. be furnished by Sears and installed by the Contractor. - All electrical wiring and conduit are in the electrical work. Reference: Mechanical and electrical drawings and specifications. 38. Provide an 8" thick solid grouted reinforced block wall between the Auto Center Manager 234 and Battery Storage 238 in lieu of the 2-hour stud partition. Pro- vide furring and drywall on the Manager's side. Reference: A-8, S--7' ADDENDUM C Page 6 of 7 39. Relocate the air compressor and floor sink on the first floor of the auto center over to the wall of the Locked Stock Room 192 and delete the run of waste line thus saved. Reference: A-8, P-5 40. Delete gypsum board ceiling and draftstops at second floor ceiling over escalator well and run acoustic tile ceiling through at. 12'-0". Referenc-e: A-13, 7/A-19 41. Camber roof beams 3" between grid 5 and 6 from line B to line K. Camber girders 2" between grid lines F and G from line 2 to line 9. This is to obtain roof drainage. If Marcrest Beams are used, then roof slope must be obtained by adding and sloping light weight concrete fill. Reference: A-9, S-5, S-6 INSTRUCTIONS TO BIDDERS- - Section 00110 42. Page 5, Building Permit Fees: Add th.e following: Delete any governmental or utility fees for installation of utilities such as the sewer fee and the water meter fee. Such fees will be paid for by the Owner. The Contractor will pay all building permit fees including electrical, mechanical and plumbing permit fees, and any fire sprinkler and irrigation permit fees. " Specifications ALTERNATIVES -Section 01100 43. Add the following alternatives: Alternate "F": Provide an alternate price if 2-1/4" (R-7) fiberglas unfaced batt insulation (Ow.ens/Corning or equal) is installed between U.S. G. metal 'Z' fur- ring channels at 24" o. c. maximum with 5/8" gypsum board installed over on masonry walls to replace the 1/2" gypsum board over rigid insulation as des- cribed on the drawings and specifications. 44. Alternate'tG": Provide an alternate price if 1/2" Fesco Board (Johns=Mansville) or architect approved equal is installed on the north entrance canopy and on the loading dock canopy in lieu of 1" light weight concrete. EARTHWORK - BUILDING - Section 02210 45-. Sears will pay for the removal of any excess backfill material which is not used from the stock pile earmarked for Sears. CONCRETE UNIT MASONRY - Section 04200 46 . Paragraph 2. 01, A shall be revised to read: "Type I: 8" x 8" x 16" and 12" x 8" split face units conforming to grade N-2, medium weight ASTM C-90.75, ADDENDUM C Page 7 of 7 split one or both sides as required in color 737 by Hazard Products, San Diego, California. 47. Add paragraph 2.01, E. "Type 4: 8 x 8 x 16" 4-score split face units (hazard split score flare block) conforming to grade N-2, medium weight, ASTM C- 90.75 in color 737 byH.azard Products, San Diego, California. 48. At paragraph 2.02, delete B. Orco Block Company and C. General Contractor Cal- Lite Concrete Products. PLUMBING - Section.15100 49". Page 15, paragraph I, delete, the words, "U/R 4330 Caxton Vitreous china wall hung" and substitute Universal Rundel 4314 Conwell Vitreous china floor set flush valve". Delete the sentence beginning, "Zorn Series 2-1205 or Z-1206 chair carriers and fittings ....... II .y R� d ' a ;v c ci The support is to resist a 30#/lin. ft. horizontal force, plus seismic (dead -load ' is 480#/lin. ft.) at the point of connection. The point N o of connection'of the N:I.C. partition may occur at any position within the 2'-6" horizontal' dimension. N N G CL Contine 2 layers - 20GA. Sheet -metal at connection. 450 to' 30otvv. 2' - 6" Ceiling --i N.I.C. blocking & partition —�-'-� 2-S12 ea. side 0 �fl . , O rL. ,L USA R it 5crzrtA l (,JITW %6cGvreS t" 2-S 12 @ 6" N �a r�L�SSAn7 b►'L ApPtIG/�t"aG�. 2 - 4" 20GA: • studs 2 - 20GA. Base runners secured w/2 S12's @ 6" - -ro MAT614 STolzFpzgF4T Fli Gou2dT oc _1 c) W tz Jd-T75 AAA, 'G.'-- , :- J 613 Nn, 7270�U C ADDENDUM A Page 1 of 6 McC LELLAN / CR UZ / GAY.LOR D 1199 East Walnut Street Pasadena, California 91106 SEARS, ROEBUCK & COMPANY Retail Store & Automotive. Center Plaza Camino Real Carlsbad, California ADDENDUM A - August 28, 1978 TO: All Prime Contract Bidders of Record This addendum forms a part of the contract documents and modifies the original specifications and drawings., dated August 8, 1978, as noted b-elow.. Acknowledge receipt of this addendum in the space provided on the bid form. Failure to do so may subject bidder to disqualification. This addendum consists of 6 pages, section 07500 - Membrane Roofing of the Specifications, and Working Drawing, sheets A-1, A-4, A-7, A-9, A-10, A-13, A-16, A-18, A-28, A-29, A-35, P-1, P-6, P-7, E-4, E -6, E-7, E-10, E-11, E-13, E-17, L-1, L-2. DRAWINGS Architectural Sheet A-1 Added backfill note. Sheet A -4 1) Noted 4'-2" high planter wall at line 'A' between grids 3 and 4. 2) R evis.ed elevations of compactor room floor. ` 3) Revised soffit to curtain wall at serving area. 4) Indicated vinyl asbestos the at- dining #1 - room 125 in lieu of carpet. Sheet A-5 (This sheet not issued withAddeundum 'A'.) Relocate 3 partition braces, from grid 7 between F and G to N. L G., partition at line 6. Sheet A-7 1) Extended tile pavers at west entrance on line 10 between grid lines H and I to corres- pond with plan on sheet A-3. 2) Noted 4' -2'-' high planters at line. 10 between grid lines H and I and at line L between grid lines 5 and 6. Sheet A-9 1) Deleted note #3. 2) Revised planet felt to vent felt at alternate detail 'B'. Sheet A-10 Revised soffit to curtain wall at serving area. Sheet A-12 (This sheet ... ... not issued with Addendum 'A'.) Substitute one 2 x 4 light fixture for two 2 x 2 light fixtures at Dispensary Room 211 of beauty salon. ADDENDUM A � j, I Page 2 of 6 Sheet A-13 Indicated stair to roof at line 10 between grid lines H and- G. Sheet A-1.5 (This sheet not issued with Addendum-W.) Delete work "planter" from partial north elevation Sheet A-16 Deleted planter from partial south elevation 'E'. Sheet A7-17 (This sheet not issued with Addendum W. ) Revise planter height at section 'B' from 6' -2" to 4' -2". Sheet A -18 At sections 1, 4, 5 & 6 indicated parapet flashing. Sheet A-26 (This sheet " not issued with Addendum 'A'. ) Revise Room 125 (Dining #1) floor from materials 2, 5, 16 to materials 3, 5, 16. Vinyl asbestos tile is to be type BB. .See sheet A-4 for locations. Sheet A-28 1) " At details 1 and 10 revised "waterproofing" at parapet walls to "parapet flashing". 2) Revised details 19 and 24. Sheet A-29 At details 5, 8, and 13 added parapet flashing. Sheet A-35 Revised ceiling at serving area to form a curtain wall. Se-e detail 16. Sheet A-36 (This sheet not issued.with Addendum 'A') At details 5,• 9 and 11; thickness of concrete sidewalk shall be.changed to 4 inches. Sheet A-25 At kitchen and serving plan change notes "Limit of G. T. at walPto read "Limit of cer. the at wall". Structural eet"s S� & S-4 (These sheets are not issued in Addendum 'A'. ) Add note: Marcrest Beams may be substituted for rolled beams at second floor- between grid lines 1 through 10 (note that this excludes the auto center floor.) Marcrest Beams must be equivalent or- exceed the rolled shapes indicated and are subject to the approval of the structural engineer. Composite and. secondary beams may be substituted with Marcrest composite and secondary beams. Girders are not •Plumbing subject to substitution.. Beam depths shall be kept to a minimum. Sheet P-1 1) Revised coldwater piping at compactor room. 2)' Added scale. Sheets ,P-2, P-3, P-4 (These sheets Add scale to drawings: 1/8" = P-0". Sheet P-6. Added grease interceptor. Sheet P-7 1) Added general note #10. not issued with Addendum 'A'. ) ADDENDUM A , Page 3 of 6 Sheet P-7 (cont.) I V I �� 2) Revised piping at, detail 'B'. Electrical Sheet E-4 1) Revise fixture type in Compactor Room and Work Room from "H-4" to "J-211. 2) Show connection to speaker in work room. 3) - Add two type 11J-211.and one type "J-1" fixtures in cornice of serving counter of kitchen. 4) Add speaker in Dining Room #1. Sheet E-6 1) Add speaker zone on speaker located between E-F and 7-8.. 2) Add speaker between B-C and 3.. 3) Show connection for speaker, between C -D and 3-4. 4) Revise speaker zone for show stock speaker. Sheet E-7 1) Revise speaker zone from "10" to 119" on I, J-5, 6. 2) Added two P3/100 light fixtures at stair to- roof near L between G and H. Sheet E -10 1) Delete two power and two phone outlets near column 9-F. Sheet E-11 1) Relocate microphone in employee's entrance. 2) Add one power and one telephone outlet near escalator. Sheet E-13 1) Relocate switch controlling trash enclosure light inside the door. 2,) Relocate microphone from auto center manager to clerical. 3) Relocate P.A. amplifier in auto center manager's office. 4) Relocate master intercom terminal to service desk area. Sheet E-17 1) Substitute one B4G/200 fixture for two A2G/100 fixtures in beauty salon. Landscape Sheet L-1 Revised planting: Sheet Lt-2- R evised irrigation layout. Instructions to Bidders Under SUBMISSION OF PROPOSALS, revise time of submission to 2:00 p.m. in lieu of 8:30 a. m. Day of submission to remain at September 7, 1978. (Note: Bids will be received on the first floor of the Sears building in Alhambra. There will be no phones available.) ADDENDUM A' Page 4 of 6 Bidding Requirements In bidding requirements. after form of-porposal, delete the page entitled "Bid Form". Alternatives: Section 01100 Add the following alternatives: Alternate ttD",: State the amount to be added from the base bid to provide a separate 4" sewer line from the pot sink in the kitchen and run to the outside of the building parallel to the building sewer line from the toilet area. Sewer shall run to a grease interceptor located outside of the building between grid lines 1 and 2 at line W. Provide (2) -211 vent lines from the interceptor. -into the building and up through the roof. Connect interceptor outlet to sewer. The interceptor shall be M..C. Nottingham 750 gallon capacity precast concrete tank with manhole as required and approved by the San Diego County Health Department. Pro- vide all necessary extensions to grade. The entire installation to comply to all applicable codes. Delete grease interceptor installed under base bid. Footings at exterior wall and at masonry column shall be dropped as required to provide bearing for footings below grease interceptor. Add: $ Alternate "E"• State the amount to be deducted from the base bid for substituting another manufacturer of the preformed metal siding in lieu of Colorklad as manufactured by Vincent Brass and Aluminum under section 07411, paragraph 2 01, A., 1. All other specifications of section 07411 shall remain .the same including the guage, finish, and warantee. Deduct: SPECIFICATION CHANGES Earthwork - Building, Section 02210: Add paragraph 2. 02, Granular Cushion: 4" of crushed rock required under all interior concrete floor slabs on grade, shall be 'clean mineral aggregate with particle size conforming to the following limits: Passing the 1" sieve 100% Passing the No. 4 sieve Not more than 5% Passing the No. 200 sieve Not more than 1% Under paragraph 3.05 add: D. Backfill shall be placed in layers with approved compaction equipment. Each layer shall be compacted to at least 90 percent of the maximum laboratory density for the material used. The field density shall be determined by the ASTM D1556-64 method of equivalent. Concrete Unit Masonry: Section 04200 A. Paragraph 1.05, first sentence: Delete "medium" and substitute "heavy". B: Paragraph 2. 01-C, after "grade N-2": Delete "normal" and substitute "medium". mgmp i � yy ADDENDUM A Page 5 of 6 Metal Stud System: Section 05410 A. Delete paragraph 1. 01 in its entirety and substitute the following: "Metal studs, channel tracks, wall ceiling furring and other metal accessories shall be com- ponents of a_ system of one manufacturer." B. Delete paragraph 1. 04 in its entirety and substitute the following: "The erector of the metal studs shall, have has not less than five years continuous experience in the field of metal stud installation. C. Paragraph 2. 01-C, after Metal Channels: Delete USG and substitute "Angeles". D. Paragraph 2.01-D, after Metal Furring: Delete USG and substitute "Angeles". Dampproofing: Section 07150 Paragraph 1.01, after Dampproof add "exposed exterior faces of". Building Insulation: Section 07200 Paragraph 3.02-A, after type 1, delete entire sentence and substitute "At compactor room wall and wall between auto center and store. " Preformed Aluminum Siding: Alternate "C": Section 07420 A. After heading "Section 07411 - Metal", delete "Roof Deck" and substitute "SIDING" B. Paragraph 1.05, delete "batten seam metal roof deck" and substitute "architectural sheet metal". C.. Paragraph 1. 07, delete "Colorklad" and_ substitute "aluminum". D. Paragraph 2.00-A 1, delete entire sentence and substitute, "Material shall be fabricated from prepainted aluminum sheets and shall be given a "Duranar 200" fluoropolymer coating as produced by PPG Industries". Membrane Roofing: Section 07500 Delete section 07500, Membrane Roofing in its entirety and substitute new section, attached. Finish Hardware: Section 08700 Paragraph 2. 10, HW-5 and HW-6 are by Aluminum. Door Manufacturer. Lath & Piaster: Section 09100 Paragraph 3. 03 -D2: Delete "201 -011 at the end of paragraph and substitute "101-0" in any direction. " Tile Work: Section 09300 Paragraph 2. 01-E5: Delete 117/ 14" '-'Mini-Brick" and substitute "7/ 16" glazed Mini - Brick". Suspended Acoustic Ceiling: Section 09500 A. Paragraph 2. 01-B1, under ceiling board: Delete "Fissured Design" #755-B and substitute "Cortega". ADDENDUM A Page 6 of 6 1 Va t;p�— Suspended Acoustic Ceiling (cont.-I B. Paragraph 2. 01-B, add the following: 4. National Gypsum Co. Type #1 - Solitude Gold Bond Building Products Fissured C. Paragraph 3. 03-D-5: Delete second sentence starting "Do not. penetrate ... Resilient Flooring: Section 09560 Paragraph Z. 01-C. Delete entire sentence and substitute the following: "Adhesive shall be type Z32 as manufactured by N. W. Henry Company and furnished by Sears. Painting: Section 09900 Paragraph 3.0-5: Delete last sentence and substitute the following: After cleaning, apply one coat of specified primer the same day to all exposed ferrous surfaces. " Flag Pole: Section 10350 Paragraph 2.01-Bla: Delete 3'-0" exposed and substitute 30'-0" exposed. Plumbing:_ Section 15100 Under paragraph 2.05, add: R._ condensate piping on roof shall be Schedule 40 PVC pipe and fittings with solvent welded joints. Electrical: Section 16010 Paragraph 3. 12 -B, add the following sentence: "Wall mount transformers when possible and as high as possible. " SEARS, ROEBUCK & ,CO. Membrane Roofing Section 07500 Page 1 SECTION 0750.0 - MEMBRANE ROOFING 1.00 GENERAL 1.01 Description: The m-embrane roofing system for this work includes, but is not necessarily limited to, all. membrane roofing, and all roof flashing s not called for in other Sections. 1.02 Related Work Specified In Other Sections: Roof flashings may be required as part of the work described under S-ection 03321 - Lightweight Insulated Concrete Roof Deck; 07600 - Flashing. and"Sheet- Metal; 1.5400 - Plumbing; 15500 - Fire Sprinkler System;.and 16010 —Electrical. Coordinate as required with all other trades to ensure completely watertight installation of all roof flashing. 1.03 Codes and Standards: In addition to conforming with all pertinent codes and regulations., conform with all requirements of Underwriter's Lab- oratories, Inc. , for Class A rating. 1.04 Submittals; Upon completion of the roofing installation, and as a condi- tion of its acceptance, deliver to Owner a 2-.year Guarantee as described in Part 3. 00 of this Section. 1.05 Roofing Bond Option: Bonding of roof shall not be included in Base Bid. If Owner desires 20.-year bond, it will be authorized prior to start of roofing work and bond cost paid by Owner. Notify Owner 30 days prior to starting any roofing work so- roofing manufacturer can be notified to provide bond inspection service. 1.06 Quality Assurance: A. The General Contractor shall schedule a preconstruction conference. Those who,will attend this meeting include the Architect, the Roof- ing Contractor and other designated. people. The purpose of this conference is: 1. To review all the specification, drawings, and material application requirements. 2. To make sure that everyone understands the meaning and intention of the Contract Documents. B. Notification: The General Contractor shall notify the Architect two (2) weeks in advance of date conference is scheduled. 1.07 Product Handling: Use all means necessary to protect membrane roof- ing materials before, during, and after installation and to protect the installed work of other trades. In the event of damage immediately make all repairs and replacements necessary to approval of Owner and at no additional cost to Owner. Membrane Roofing Section 07500 Page 2 2.00 PRODUCTS 2.01 Membrane Roofing: The entire membrane roofing system shall be 20-year. Class A, complete with all required -cant strips, base flash- ing-s, and accessories and shall be the product of one of the following: A. Johns -Manville. 600 601-1 + 500 mod. B. Approved Alternate: Owens_/Corning. 320WGD & 320TG + Insul. C. Approved Alternate: The FlintKote, Co. AAA-2A AAA-2A + Insul. NOTE: Approved alternate roofing manufacturers shall submit roofing- specification" -to -Architect for..approval. Insulation "shall be J-M Fesco Foam., -" F1intKote E/S "Composite, or Owens Corning !!Fury"",with-a rniiiimum aged R. Value of 15.2. A. Johns -Manville Specifications, current edition, as listed below, shall form a part of this Specification. 1. Type #1: Gravel surface, Class "A", U. L. approved, J-M Spec. No. 60-0 (modified) for application over lightweight insulated concrete roof deck of the following minimum weights per 100 square feet: 1 layer J-M Ventsulation felt (use Zonolite base ply fasteners): 70 lbs. 2 layer J-M Asbestos Finishing Felt: 30 lbs. Bitumen: 2 moppings J-M 190 hot asphalt (in lieu of Aquadam): 46 lbs. Surfacing: J-MI 190(in lieu of Aquadam) 60 lbs. Gravel 400 lbs. Total approximate weight 606 lbs. 2. Type #M Gravel surface Class "A." U. L. approved, J-M Spec.:= No. 601-1 over insulation: Spec. No. 500 modified to use ventsulation applied over lightweight insulated concrete roof deck. Minimum weights per 100 square feet: 1 la.yer of J-M ventsulation felt (use Zono- lite base ply fasteners) 70 lbs. 1 layer Fesco Foam --- 115 lbs. 1 layer Coated Asbestos Felt 43 lbs". 2 layers J-M.Asbestos Finishing Felt 30 lbs. Bitumen: 2 mopping s J-M 190 hot asphalt (in lieu of Aquadam): 46 lb.s. Surfacing: J-M 190 (in lieu of Aquadam) 60 lbs. Gravel 400 lbs. Total ap-proximate weight 764 lbs. G� Membrane Roofing Section O7500 Page 3 B. Roofs: Bondable for 20 years. 2.03 Materials: A. Materials delivered in packages bearing manufacturer's label. B. Asphalt: Fed. Spec. SS-1-666, except shall have a softening point of 1900 or 2200. C. Felt: Fed. Spec. HH=F0191-a, of weight specified. D. Cant Strips: Cane fiber, asphalt impregnated, 4" high, or J-M Fesco (Board). E. Treated Nailing Strip or Wood Cant Strip: Douglas Fir, ASTM C1034 with net dry salt retention of 0. 35 lbs. per cubic foot. Cuts of treated lumber painted with 2 coats of same preserva- tive. Not to be used in contact with painted or plastered surfaces. F. Type #1 Roof Fasteners: 1. Use Z onolite base ply fasteners. 2. To achi.eve Factory Mutual Class 1 approval, a nailing pattern of 4" o. c. on the side laps must be utilized. G. Insulation: Fesco Foam,, with an aged _"R" factor- of 15. 20, manufactured by Johns -Manville. 3.00 EXECUTION 3.01 Preparation of Roofing: A. All materials to be dry when received at job site, to be kept dry in storage and during application,. and remain undamaged. B. This Contractor shall inspect kettle temperature guage to see that it is in good working condition and readable. C. Overheating or underheating of bitumens will not be allowed. Contractor will, at his own expense, replace bitumens that have been overheated. Material will be removed from job and re- placed with new. D. This Contractor shall have a kettleman on the job and kettle started 1 hour before roofing crew arrives so bitumen is heated at proper temperature (per manufacturer's printed directions), and is ready, or shall supply the job with preheated bulk supply bitumen. E. Brooming of all felts required immediately after placement of felt. F. Coal tar pitch will. NOT be allowed at any time for roof bitumen. f. Membrane Roofing Section 07500 Page 4 3.02 Surface Conditions: A. Prior to all work of this Section, carefully inspect roof deck and installed work of other trades, and verify that all work is com- plete to the point where membrane roofing installation may commence, and that the completed installation will be in strict accordance with the design as shown on Drawings and in these Specifications. In event of discrepancy immediately notify Architect and proceed as he directs. B. All surfaces to which roofing will be applied are to be cleaned of dirt and other foreign matter and are to be dry for application of - roofing. C.. Ins.tall cant strips at intersection of roof and vertical wall. Embed in hot asphalt; miter corners. D. Treated Wood Nailing strips required for nailing metal gravel stops, fascias and metal copings. Wood nailers are to be secured to metal deck with galvanized, self -tapping sheet metal screws, or_ to wood framing with galvanized nails. E. Metal appurtenances to be built into roofing in accordance with details and Specifications of the Roofing Manufacturer. F. Roofing felt is to project 4" minimum above all cant strips. G. Application by an applicator approved by Roofing Manufacturer and in-spected and accepted by same. H. Remove all trash from roof area. 3.03 Installation: Install the complete Membrane Roofing System in strict accordance with the manufacturer's current recommendations. Roof deck must be dry before roofing is installed. 3.04 Application of Roofing, Type #1: A. Required over lightweight insulated concrete roof deck. B. Fir-st: Apply 1 layer of Ventsulation Felt mineral surface down, lapping each felt the 1" selvage. End joints to be lapped 4". G. Second: Ventsulation Felt shall be mechanically fastened to lightweight concrete roof deck with Zonolite base ply fasteners per manufacturer's printed directions .and in compliance with Factory Mutual requirements for Class 1 approval. (A nailing at pattern of 4" o. c. on the side laps. ) Zonolite Construction, Products Div. (714) 979-4682 2500 So. Garnsey St. Santa Ana, Ca 92707 i Membrane Roofing 3.05 3.06 Section 07500 Page 5 D. Third: At roof edges carry the Ventsulation Felt up the tapered edging strip to roof edge in such a manner that venting can be accomplished behind the metal edging strip. E. Fourth: At parapet walls carry Ventsulation Felt under cant strip and up the wall a minimum of 10" (refer to Drawings for height of parapet walls). Secure sufficiently to hold in place until cant and flashing are installed. Cant strip, built-up roofing and base flashing are then installed in the usual manner. Do not seal the top of Ventsulation Felt. Metal cap flashing is installed so that venting space is left between it and base flashing. F. _Fifth: Starting at low edge, apply one 18" wide, then over that one full 36" wide J-M Asbestos Finishing Felt. Following felts are to be applied full width overlapping the preceding felt by 19" in such manner that at least 2 plies of felt cover the base felt at any point. Broom each felt so that it shall be firmly and uniformly set without voids into hot J-M 190 Asphalt applied just before the felt at a minimum rate of 23 lbs. per square uniformly over the entire surface. G. Flood the surface with J-M 190 at a minimum rate of 60 lbs. per square and while still hot embed there--in-an- acceptable gravel at the rate of 400 lbs. per square. Application of Roofing, Type #2: A. Required over lightweight insulated concrete roof deck and roof insulation. B. For installation of Ventsulation Felt, See paragraph 3. 05 B, C, D & E., C. Fifth: Seal both sides and end laps of Ventsulation Felt with hot a s pha It. D. Sixth: Apply the units of insulation with the long joints continuous. Short joints shall be broken. Mop the full width under each unit of insulation. The insulation shall not be left exposed to the .weather. No more insulation shall be applied than can be completely covered with the roofing felts on the same day. E. Seventh: Lap each felt 2" over the preceeding one. Mop the full width under each felt with hot asphalt using a minimum of 33 lbs. per square.. F._ Eighth: See paragraph 3. 04 F & G. Base and Cap Fla shings required- at juncture of roofs and parapet walls. A. Type: Johns -Manville Spec FE-lP for application over concrete block. Similar application on wood parapets. Omit metal counter- flashings unle-s.s shown on details. Use parapet wall falshing where called for on Drawings. B. 20-year endorsement required if Surety Bond is purchased. C. G� Membrane Roofing Section 07500 page 6 Application: 1. Primer: Coat with concrete primer the concrete surface over which Asbestile Base and Cap Flashings are to be applied, and the vertical surface to the point where the metal flashing enters the wall. Note-: Ventsulation felt required on parapet walls shall be applied per manufacturer's printed directions. 2. Base Flashing: All base flashing materials shall extend not less than 6'' high above top of cant strip on vertical surfaces and shall extend not less than 14" high above top of cant strip on Wood frame construction, and not less than 4" on -the roof. Such dimensions shall be measured from the top and bottom edges -of the cants. Starting 6" above top of cant strip on masonry walls,. and 14" above top of cant -strip on wood frame construction, mop with hot J-M No. 190 Asphalt the area to receive the backer felt of J-M Asbestos Finish Felt. .Press it into place• lapping the ends. of felt 311. Mop with hot J-M No. 190 Asphalt the surface of the backer felt just applied. Then mop the back surface of the J-M 2-ply base flashing and press it into place. Nail flashing at 4" centers along- the top edge using 1" long concrete nails through tin caps. Lap end of the flashing 3" and nail lap on 4" centers vertically. Cover lap with 3-course Asbestile (a 4" wide strip of J-M Asbestos Finishing Felt embedded. in and troweled over with layers of Asbestile 1 /8" thick). 3. Asbestile Cap Flashing centered on top line of base flashing, .and completely covering all nails, trowel a layer of Asbestile 1 /8" thick and 5-" wide. Into this Asbestile embed a 4" wide strip of J-M Asbestos Finishing Felt. Then trowel, another layer of J-M Asbestile 1 /8" thick and 5" wide bringing the Asbestile to a feather edge. 4. Surfacing: The exposed area of the b4se flashing shall be finished, with J-M Topgar.d Type "C" . 5. Base Flashing: Approximately 80 lineal feet of completed flashing can be constructed with the following materials: Concrete, Primer: 1 gal. J-M Asbestos Finishing Felt for backer felts: 1 sq. J-M 2-ply Base Flashing: 1 sq. J-M Asbestos Finishing Felt 4" wide: 1 roll J-M 190 Asphalt: 30 lbs. J-M Asbestile 1 /2 gal. Membrane Roofing 3.07 Section 07500 Page 7 Parapet Wall Flashing - Type #1: A. Required: On all parapets, concrete, concrete masonry, and wood. B. Applied by an applicator approved by the roofing manufacturer. C. Materials: 1. Concrete Primer: Thin cut back asphalt.. 2. Asbestos Base Sheet: 45-lb asphalt impregnated both sides. 3. Nails: Large head galvanized concrete nails with tin discs. 4. Asphalt: High melt.- 5. Flashing Compound: Asphalt mastic, fortified with asbestos fibers. D•. Application on Concrete Masonry Walls: 1.. Prime wall with concrete primer. 2. Mop wall with 20 lbs of hot asphalt per square from the top of the wall down to the top edge of reglet. Mop the back of the 45-1b asbestos- base sheet with same materials. 3.. Place thin sheet on the wall and press it into the hot asphalt. Nail along top edge at, 6" o. c.. Bottom of sheet to stop at top of cant strip. 4. If wall is higher than one 3'-0" wide strip of felt will cover, then felt is to be placed vertically with joints lapping 3" and blind nailed at 6" o. c. . 5. Provide a continuous bead of PRC 5000 caulking at top of metal reglet. E. Application on Plywood Walls: 1. Mop wall with 20 lbs. of hot asphalt per square from the top of the- wall down to the top edge of reglet. Mop the back of the 45 lb asbestos base sheet with same material. 2. Place this sheet on the wall and press it into the hot asphalt. Nail along the top edge at 6" o. c.. Bottom of sheet to stop at top of cant strip. , 3. If wall is higher- than 3'--0" wide strip of felt will cover, then felt is to be placed vertically with joints lapping 3" and blind nailed at 6" o. c. . 4. Top of wall is to be covered with metal coping. 5. Provide a continuous bead of PRC 5000 caulking at top of metal reglet. / Membrane Roofing Section 07500 Page 8 3.08 Parapet Wall Flashing - Type #2: A. Required: On all wood parapet walls. B. Applied by an applicator approved by the roofing manufacturer. C. Materials: 1. J-M Fire -King Fiber Glass Seal-O-Matic shingles. 2. 15-1b J-M asphalt impregnated felt. 3. . Nails: Large head, galvanized. 4. Cement for each tab and Penn nails. 5. Metal Flashing: Refer to Section 07500. D. Application: 1. First: Apply one layer of J-M 15-1b asphalt impregnated felt over plywood, lapping each side 18" and nail. 2. Second: Apply Fire -King Fiber Glass shingles and nail, lapping each layer with a 5" exposure. Starting from the low point of the roof, work from a line 4" above the cant strip. 3. Lap metal flashing a minimum of 4" at each inside and outside corner. See Drawings for detail. 4. Provide tab of cement at each tab and Penn nail until cement has setup. 5. Top of parapet walls shall be covered with metal coping flashing. 3.09 Pipes, Vents, Poles, Pitch Pockets,. etc: A. Pack oakum or other suitable material in openings between projections and deck edge to provide an even surface and to prevent asphalt drippings. B. Install bitumen traps. C. Apply built-up roofing plies per specification, neatly fitted around projections, D. Set primed sleeve flange into a solid, uniform bed of plastic cement equal in width to the flange. The,flange shall be nailed on 4" centers to the wood nailer or insulation stop using 11 gauge, barbed and galvanized nails with 5/8" diameter heads. Membrane Roofing Section 07500 Page 9 E. Apply 3 reinforcing collars of J-M Asbestos over the flanges. Each shall be embedded into 30#/100 square feet moppings of hot asphalt or a solid uniform layer of plastic cement. The collars shall fit snugly around the sleeve. The first (bottom) ply shall extend at least 3" beyond the outer edge of the flange, the second 1" beyond the first and the third 1" beyond the second ply. The top collar shall be surfaced in the same manner as the rest of the roof. F. Vent pipe sleeves shall be turned down inside the pipe. Stacks and poles shall have metal counterflashing or, metal hoods installed. G. Pitch pockets shall be filled with 2" of plastic cement. The remainder of the cup shall be filled with P. R. C. caulking compound. 3.10 Roof Drains: Roof decks shall be graded to drain all water freely to drain- age fittings. Drainage outlets shall be installed flush with or preferably, recessed below roof surface to permit free flow of water from the deck. 3.11 Scuppers: A. Prepare wall to receive flashings, i. e. , nailer, primer, etc. B. Install cants up to the edge of the scupper opening. C. Apply built-up roofing per specification extending all plies 2" above the cant and through the wall on. the floor of the scupper. D. Install base flashing in accordance with the appropriate flashing detail. Carry all base flashing plies around side walls to outside edge of the scupper opening. J-M Cap should not be installed until after metal scupper is set. E. Apply a solid, uniform coating -of plastic cement to the top, bottom and sides of scupper opening in a minimum of 3" around opening on walls. To be same width as scupper flanges. F. Install sheet metal liner, tailored to fit snug against top, bottom and sides - of opening with a minimum of 3" wide flange to fit snug against wall flashing, cant, and built-up roofing. Both sides of flanges shall be primed and permitted to dry before the liner is installed. The flange shall be nailed to the insulation stop, sides and top of opening on 4" centers using 11 gauge, barbed and gal- vanized nail with 5/8" diameter heads or case hardened concrete nails. G. Embed 3 strips of J-M Asbestos each in a solid uniform layer of plastic cement centered over the roof flange. The first shall be 6" wide, the second 8" wide, and the third 10" wide, with each succeeding layer 2" longer than the preceding one. Membrane Roofing Section 07500 Page 10 H. Embed over the cant and wall flanges 3 strips of J-M Asbestos each set in a solid uniform layer of plastic cement. Each ply shall be flush with the edge of the wall opening. The first (bottom) ply shall extend a minimum of 3" beyond the edge of the flange and to the toe of the cant; the second layer 1" beyond the first, and the third layer 1" beyond the second except that all plies, shall be flush with the wall edge opening.. I. Complete the application of flashing J-M Cap in accordance with the appropriate wall or curb base flashing detail. 3.12 Cant Strips: Shall be set in asphalt at all intersections --walls, parapets, � curbs. Ends shall fit flush and all corners mitered. 3.13 Cooperation: A. Required: Roofing Contractor to work in close cooperation with Heat, Metal, Plumbing,. and other trades. See that all built-in materials are correctly flashed and counterflashed. B. Report to Architect any defective work by other trades which will affect proper roof application. 3.14 Test Cuts: Owner may,, at his sole discretion, and at any time during installation of Membrane Roofing or thereafter during Guarantee period, order a sample or samples to be cut at random from roof installation to determine whether base felt -has been properly lapped, whether ply felts have been laved with proper exposure, and whether Membrane roofing has been installed as specified. Test cuts, when so required, shall be approximately 4" wide x 42" long, cut at right angles to direction of the length of felts. If the sample is immediately approved by Owner, patch the area or areas of such test cuts to whatever size and dimen- sion is needed to properly ensure the specified longevity of the roof. If sample is not, for any reason, immediately approved -by Owner, install all temporary protection needed to prevent penetration of water through roof until final patches or new roofs are installed, and upon decision of Owner, make all required patches and repairs. Test cuts and patching, if' ordered by Owner, shall be at no additional cost to Owner. A. Test Cut Holes: This Contractor shall submit a price per hole for patching 4" x 42" test holes that will be cut by a Roof Inspec- tion company as follows: 1. Price # 1: Patching holes while Roofer is still on the job: 2. Price #2: Patching holes after Roofer has left the job: Q Y Membrane Roofing Section 07500 Page 11 3.15 Testin A. . Required: All roof drains and flashings. B. Method: 1. Waterflood coat test applied in presence of General Con- tractor. 2. If leaks develop Roofer is to repair and retest roof until a waterproof condition is secured.' See Certificate of Guarantee. 3, 16 Clean Up: In addition to clean-up called for in Section 01015, the premises are to be kept clean and free from accumulation of waste material or rubbish caused by this work. 3.17 Guarantee: Within 30 days after completion of Membrane Roofing instal- lation, and prior to its acceptance by Owner, submit 4 signed copies of the following "Certificate of Guarantee" signed by an authorized repre- sentative of Membrane Roofing Applicator. A. Certificate of Guarantee is on the following page. Membrane Roofing Section 07500 page 12"m CERTIFICATE OF GUARANTEE We,. Roofing Contractor, agree to maintain the Roofing and Flashing on the below men- tioned building for a period, indicated. This Agreement is to render the Roof and Flashing waterproof, subject to the conditions outlined below. Owner ,of Building: Address: Job Location: Street: City: State: Number of Square Feet in Roof: This GUARANTEE is effective this day of for the term. of 2 years from this date, provided any defects result from defective material or workmanship and are not caused by other mechanics, fire, accidents, or by acts of providence over which we have no control. It is understood and. agreed that we will not be responsible for leaks in in the Roofing or Flashing due to excessive winds, distortion of the foundation on which the Roofing or Flashing rests, excessive hail storms, or any other condition over which we have no control. I. (we) hereby certify that the water"test as defined in the "Roofing Specifi- cations" under "Testing" was applied as directed, and in the presence of the General Contractor and myself, or our authorized representative, and the entire roof was found to be in a watertight condition. By: ADDENDUM B Page 1 of 4 McCLELLAN/CRUZ/GAYLORD 1199 East. Walnut Street Pasadena, California 91106 SEARS, ROEBUCK & COMPANY Retail Store & Automotive Center Plaza Camino Real Carlsbad, California ADDENDUM B - September 20, 1978 TO: All Prime Contract Bidders of Record This addendum forms a part of the contract documents and modifies the original specifications and drawings dated August 8, 1978 and Addendum A dated August 28, 1978 as noted below. Acknowledge the receipt of this addendum in the space provided on the bid form. Failure to do so may subject bidder- to disqualification. This addendum, consists of 4 pages, working drawing sheets A-4, A-5, A-6, A-9, A-18, A-25, A-27, A-30, A-31, S-9, P-7, FP-1, FP-2, E-4, E-5, E-6, E-7, E-13, E-16, E-22, L-1 and modifications to specifications sections 07500 - Mem- brane Roofing and Section 10350 - Flag Pole and Section 08700 - Finish Hardware. DRAWINGS Architectural Sheet A-4 1. R evis ed name of room 129 from Dining Room #2 to Activity Room. 2. Added exit light indication at door 107. Note that the electrical drawings already indicated this exit light. 3. Furr and apply 5/8" gypsum board at masonry wall on grid line 1 between grid lines E and F, " Sheet A-5 1. Added exit light indication at door 153. 2'. Between Reception 170 and the Corridor 149; install a 1-hour stud partition above the ceiling from the top of the 1-hour corridor closure to the bottom of the second ,floor slab. Sheet A-6 1. Added door number to door 201 at floor plan at grid lines 10 and B. Door 201 was already indicated in the door schedule. 'Sheet A-9 1. - Added platform for fan near grid lines E and 16. Sheet A-18 Removed corner wheel bumpers at section 3. Door jambs to have steel channel as indicated. .t a ADDENDUM B Page 2 of 4 Sheet A-25 Added note 6 regarding fire extinguisher. Sheet A-27 1. Revise hardware for door 167 from hardware group 14 to hardware group 41. 2. Revise hardware for doors 180 and 185 from hardware group 14 to hardware group 42. 3. Revise hardware for door 226 from hardware group 35 to hardware group 41. Sheet A-30 Eliminated 1/2" drop at door threshold at detail 6 and sloped segment of concrete to door. Sheet A-31 Revised vertical mullions to run continuous from sill to head of storefront at store- front elevations 1, 2 and 3. Sheet S-9 Clarified weld symbols at details 9 and 15. Plumbin g Sheet P-7 1. At detail 'Bt, added clarification note to locate shut-off valves outside of compactor room. `. 2. Added note 11 concerning vents at condensate drains. Fire Protection Sheet FP-1 Revised 6" O. S. and Y. gate valve to post indicator valve. Sheet FP-2 Indicated post indicator valve. Structural Sheet E-4 1. Added alarm wiring at stair #1. 2. Added specific note #6. Sheet E - 5 1. Deleted exit sign at door at grid line 1 between grid lines H and I. ADDENDUM B ATI Page 3 of 4 Sheet E-5 (Cont.)_, 2. Added exit sign at Office #Z. Sheet E-6 1. Added alarm wiring at door at grid line 10 between grid lines A. and B. 2. Added specific note #1. 3. Added circuit ZLE-17 for alarm wiring. Sheet E-7 1. Deleted exit sign at door at grid line 1 between grid lines H and 1. 2. Added alarm wiring at stair at grid lines L and 5 and at grid lines L ands. 3. Added•exit signatstair at grid lines L and 5. 4. Added specific note #2. Sheet E-13 1. Added exit sign at grid line E between gri-d lines 12 and 13. Sheet E-16 1. Added general note #11 concernding primary ground. Z. Revised specific note #3. Sheet E-22 1. Added circuit 2LE-17 for door alarms. Landscape Sheet L-1 1. Revised s.ome plant materials. 2. Added tree staking detail to replace detail in specification. Specifications 1. Membrane Roofing - Section 07500 (Note: Section 07500 was re -issued in Addendum A) The minimum requirements for the approved alternate B, Owens Corning No. 320-WG, for the type #II roof shall be: UL Class A Materials per 100 square feet of roof area Perma Ply No. 11 - base ply 11 Lbs. Zonotite Fasteners as required Perma Ply No. 11 - 2 plies 22 Lbs. Asphalt Mopping s (2) 64 Lbs. Asphalt - Surface Coat 40-0 Lbs. 557 Lbs. ADDENDUM B Page 4 of 4 Provide McKinley solar vents spaced every 30 feet on center each way. Install roof and vents per manufacturers directions. Z. The minimum requirements for the approved alternate C, Flintkote AAA-ZA, for the type #II roof shall be: Materials per 100 square feet of roof area No. 40 Flaxine - base ply 40 Lbs. ZonotiteF'asteners as required No. 40 Flaxine - 2 layers 80 Lbs. Asphalt Moppings (2) 50 Lbs. Asphalt - Surface Coat 60 Lbs.. Gravel 400 Lbs. 630 Lbs. Provide moisture pressure vents placed 30 feet on center each way and centered over a 4 inch diameter hole cored to steel deck in light weight concrete fill. In- stall roof and vents per manufacturers directions. 3. Finish Hardware - Section 08700 Add hardware groups 41 and 42 as follows. HW-41 3 Pair Butts No. 3 4-1/2 x 4 US26D 1 Latchset No. 5 US26D 1 Set Auto Flush Bolts US26D 1 Coordinator USP 2 Door Closers No. 4 Alum 4 Kick Plates 42 x 1 less door leaf width US32D 2 Door Stops No. 2 US26D 4 Silencers ' Grey H W -42 3` Pair- Butts No. 3 4-1/2 x 4 US26D 2 Door Closers No. 4 Alum 2 Push Plates 4 x 16 US26D 2 Pull Plates 4 x 16 US26D 4 Kick Plates 42 x 1 less door leaf width US32D 2 Door Stops No. 2 US26D 4 Silencers Grey Add note: For the following doors, change lockset No. 6 to latchset No. 5. Doors 122, 140, 142, 143, 144, 153, 251, 25Z, 253 and 257. 4. Flag Pole - Section 10350 Paragraph 2.01 B I., after requirements: Delete "Model #WA-3" and sub- stitute "Ground set -cone tapered aluminum tube flag pole." ": LLAN CONFERENCE ER CRUZ TELEPHONE [I MEETING- DATE: ]February 27, .1978 ` INTER -OFFICE ❑ REPORT SENT: March 2, 1978 PROJECT: Sears, Carlsbad - Job No. 77. 099 GAYLM-D & associates PRESENT: Ray Green THE FOLLOWING ITEMS WERE DISCUSSED ON THE DATE ABOVE. A. "Chuck'_" Wolenchuk IN THE INTEREST OF THE PROJECT-S SCHEDULE, IF WE DO NOT HEAR FROM YOU WITHIN 48 HOURS WE WILL PROCEED ON THE Stephen Redmond BASIS THAT THIS REPORT MEETS YOUR APPROVAL. L The entir-e center is basically figuered as a two story, type V-N, fully sprinklered, unlimited area building with 60 foot sideyards on all sides.' Various areas of the center may be of a higher type of construction than types V-N as their de- signers desire. 2. The Sears store will be classified as type V-N construction, but will be of non-combustible construction.✓ 3. The mall entrance to Sears will require a water curtain on both sides. 4. Thet stairs in the auto center classify as 1-hour corridors and must have a door at each floor to separate the stair from the auto center and the storage room below. ✓ 5. The site fire hydrants must be installed before any building permits will be issued. a-- 6-. Corridor and stair exit widths must be figuered on the door opening width. ✓ 7. Exit stairs may dump into the entry vestibule without a one -hour separation between the v-estibule and the store, provided that a water curtain is ins -tailed on both sides of the vestibule wall. . _,. 8. Lower and upper floor retail areas must be figuered at 30 square feet per occupant since the upper floor exits out to grade on more'sides than the lower floor and the upper floor has a greater amount of retail area. p-° 9. The total required exit width must be approximately equally divided among the separate exits: if a 12 foot wide exit is pro- vi.ded, the 6 foot wide stairs will not be excepted. The stairs must be at least 7 feet wide. A-- 10. • Chief Wolenchuk will verify whether any type of protection is required between tire storage and other storage areas. ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 0 Conference Report Sears, Carlsbad March 2, 1978 Page 2 11. The store aisle spaces must conform in wodth to the exit loads. V-Stean R Pdm&ond tv Project Architect SR : lm. - Distribution: All present Lee Rankine Jim Cary Harlow Lund CONFERENCE 29 TELEPHONE ❑ MEETING DATE: March 2, 1978 INTER -OFFICE ❑ REPORT SENT: March 11, 1978 PROJECT: Sears, Carlsbad - Job No. 77. 099 PRESENT: • Ray Green THE FOLLOWING ITEMS WERE DISCUSSED ON THE DATE ABOVE. A. "Chuck " Wolenchuk IN THE INTEREST OF THE PROJECT'S SCHEDULE, IF WE DO NOT Stephen Redmond HEAR FROM YOU WITHIN 48 HOURS WE WILL PROCEED ON THE p BASIS THAT THIS REPORT MEETS YOUR APPROVAL. 1. Correction of notes of conference on February 27, 1978 with Ray Green, Chuck Wolenchuk and myself. Item 5 which stated that "the site fire hydrants must be installed before any building permits will be issued" should have read as follows: The site fire hydrnats must be installed before any combustibles will.be permitted on the site. 2. The occupant loads, the exit widths, and the distribution of exits were reviewed: See attached sheets SK-3, SK-4, and occ- upant load tabulation. 4� 3. There was no objection to the staff toilets located in the stock LM area or the location of the locker room and lounge in the tire storage area. - 4. The first floor ceiling space and the attic space under the roof do not have to be sprinklered if they are entirely of non-combustible construction. 5. The one hour corridor can extend around the reception- area, so that the reception area can remain open to the corridor. 6. No door will be required on the conveyor in the auto center, but -< the floor opening must have an 18" curb around it and sprinklers ` will be required under the conveyor. j Ste hen Redmond SR•lm Project Architect Distribution: All presentKE:C-1V Lee Rankine Ei. Jim Cary �; ���� � , Harlow Lund• pp p1 �i � � RLSB SUIldittg Npartmerit ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 -(213) 793-9119 2-1 -7 SEARS, CARLSBAD -Job No.. 77. 099 Occupant Loads First Floor Use Area Occ. /Sq.,-Pts. .0 cc.' Load R etail 31230, 30 1041 Stock' 19573 100 196 Office 12512 100 125 -Kitchen 792 200 4 Dining 2511 15 167 Elev. • Shafts 256 0 0 Equip. R owns 326 0 0 Entries 192 0 0 Sub -Total 67392 1533 Min. Exit Width 1533/50 = 30.7 ft., min. 4 exits required, Stock 7305 100 73 Lounge 189 15 13 Locker Room 150 50 3 Sub -Total .7644 89 Total lst Floor 75-036' Min. Exit Width 89/50 1.8ft., min. 2 exits requir6d. Secdnd Floor TJ s e Area Occ. ISq. Ft. Occ. Load Retail 56382 30 1879 Stock 9507 100 95 Office 370 100 4 .Elev. Shafts 256 0 0 Entries 384 0 0 'Open 1031 0 0 Sub -Total 67930 1978 Min. Exit Width = 1978/50 = 39.6 ft. min. 4 exits required. Office 270 100 3 Auto Center 68-36 100 68 Sub -Total 71,06 71 Total 2nd Floor 75036 Min. Exit 'Width 71/50 = 1. 4 ft., min. 2 exits required. G .�XC( 1��1 1 • .N _I rr _ � � a jfti'f � � �-w.r..srt'F�_y c}' � r :Y%'t.' .':_1 i'� ���f,�� f .�e� f � . l�.-.l • �.-� i't' - M Or QE'TA►st.� % _�'� "�' "�y v" ', - sRC; - ,X�.r tY.?r.ti;' .ref:• !�.-��. ^`•.'i .r ri FlIf IT 5s- or 14-4 1M ` (56s - - - - IAt _ cTO � z4) _. ti IZ 13- !S sTocft !;a ,� r ' L ►T 19,3 6) 305 73� Ix -r r t r 144Y(I) ��Z ---fix rr iVA { -ElVIZ* ILO I --1 'PI-A'zA cAMititD tZt-;:aL. 77- `1 j ■ ■ i alW NbOELLm- CRAM October 2, 1978 Mr. Ray Green Building Department City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Regarding: Sears./Carlsbad - Job No. 77.099.10 Dear Mr. Green: RECEIVED C.CT3-1Cr8 CITY OF CARLSBAD Building Department" The question has arisen during a series of cost cut meetings as to whether- the one hour walls are required around the two stairs exit- ing out from the first floor of the auto center. I believe that a type V building does not require shafts around stairs serving only two floors. There are more than 30 occupants exiting from each gtaix according to our calculations, but does such a stair constitute a• one hour corridor? The removal of the one hour enclosure and doors would save the owner a sum of money.. Could you please examine the drawings and confer with the Fire Department on this? Please- call me collect at (213) 793-9119. I am looking forward to -hearing from you. SR :lm Sincerely, McCLELLAN / CR UZ /GA,Y'LORD Step en RedL—Pd, A.I. A. Project Architect f V w . / ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, GA. 91106 (213) 661-8461 (213) 793-9119 4* FaD x- C & �, LSBAD Building Department City of Carlsbad 1200 Elm Avenue. Carlsbad, California 92008 Attention: ''Mr. Ray Green R&ULMUM, September. 22, 1977 Regarding: Sears - Plaza Camino Real - #77-99 Dear Mr. Green: The -enclosed building code check list will serve as a surrffnary of our meeting on September 15;.1977, at which we reviewed occupant loads-, exit locations and other code items.- Fire Marshal Wolenchuk was also at the meeting. One thing j+rhich I show on -sketches SK 1 and _SK--2, and, which we did not discuss, are widths of'exits. I would appreciate it if you would take a few minutes and review the list to confirm that we are in agreement,. If I can answer any questions, please call me collect. Thank you. SR:ek Enclosure ..cc: Chuck Wolenchuk Lee Rankine Bob McClellan Jim Cary Gordon Siechert Pablo Ruiz Golden Construction Co./William Lewis Yours truly,. McCLELLAN/CRUZ/GAYLORD )4A- �-- pw4mj Stephen Redmond Project_Architect ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 I MSDOSWo September 21, 1977 BUILDING 'DEPARTMENT CHECK LIST DATE OF INTERVIEW . September 1. 1977 WITH Ray Green (714) 729-1181 PROJECT NAME Sears Plaza Camino Real JOB NO 77.-99 STREET ADDRESS' PROJECT ARCHITECT Stephen Redmond_ BUILDING DEPARTMENT 1200 Elm Avenue, City of Carlsbad* CODE USED 76 U.B.C., U.P.C., N.E.C. FIRE ZONE 2 PROPERTY ZONE Commercial P.C.D. OCCUPANCY GROUP F-1 & F�-2 TYPE OF CONSTRUCTION Existing mall buildir�Ls are built as Type III N fully' sprinklered, but -.only are -required to be VN. They are using (4) 60, yards for unliinited area. 1. BUILDING AREA: BASEMENT None FIRST FLOOR 75,036 sq. ft. MEZZANINE None SECOND FLOOR 75,036 sq. ft. OTHER - TOTAL BUILDING AREA 150,072 sq. ft. ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461. (213) 793-9119 L S Building Department Check List �, t Page 2 2. AREA JUSTIFICATION: YARD DEDICATION:. YES X NO., NUMBER All Sides SPRINKLER:- YES- X NO BASIC AREA ALLOWED 6,000 INCREASE FOR FIRE ZONE III - INCREASE FOR YARDS - INCREASE FOR SPRnwm Unlimited area with 60t yand and s rinklered. (NOTE IF BUILDING IS 2--STORY, 200% INCREASE MAX. TOTAL ALLOWABLE AREA Unlimited 3. EXITS: ' Retail: 30 s.f./occu. 1st Floor; 50 s.f./occu. 2nd Floor. OCCUPANT LOAD Office,.storage, TBA: 100 s.f./occu. FELTS 4 exits min. each floor -(over 1000-occu.) %11EXCT CORRIDORS 1-hr. for 30 occu., PAINED STRIPES ALLOWED In Storage %\ EXIT LOCATION Equally spaced. No legal exits.thru mall. 4. SPR--rNKLERED AREAS: FLOORS All CANOPIES At soffit'if 4'-0" wide. OTHER Combustible attic spaces, furred areas. 5. APPROVALS REQUIRED : City of Carlsbad BUILDING DEPARTMENT Yes FIRE MARSHAL Fire Department HMEH DEPAR`24ENT Kitchen TRAFFICE DEPT. By -Site Architect ZONING No FIRE RATING BUREAU No OTHERS Carlsbad Review Board STATE AND/OR FEDERAL AGENCIES None SEARS PLAZA CAMM REAL MCCIFLLAN/CRUZ/GAYLORD & ASSOCIATES BLulding Department Check List Page 3S t 6. • PER = -REQUIRED: BUILDING PERMIT Yes GRADING Yes FOUNDATION ONLY? No 7. INSPECTION REQUIRED BUILDING DEPARTMQ�IT . City•of,Carlsbad OTBER -Fire- Department, Health Department 8. GENERAL BUILDING REQUIREMENTS: EXTERIOR PARAPETS Not required HEIGHT INTERMEDIATE PARAPETS' -Not required HEIGHTT OTHM PARAPETS -- HEIGHT..: TYPE OF ROOF COVERING Built-up roof' CLASS'- Fire retardant ROOF CONSTRUCTION AND VENTS Non -rated; yents'if combustible EXTERIOR WALLS Unprotected Sec. 2203 FLOOR CONSTRUCTION No required rating;- con -combustible preferred EXTERIOR COLUMNS Non, -rated FIREPROOFED INTERIOR COLUMNS Non -rated FIREPROOFED 9.� CANOPIES AND OVERHANGS: AMCS Non -rated; sprinklered EXTERIOR WALL.LOCATION 60' side yard PROTECTION 1-hour TYPE OF•CONSTRUCTION VN 10. FIRE SEPARATION CONSTRUCTION 1-hour between. F1 and F2 11. INTERIOR WALLS Non -rated 1.2. INTERIOR BUILDING SEPARATION, 1-hour between Fl and F2; 2-hour ,required by Sears. =� •..SEARS PLAZA CAMINO REAL McCLELLAN/CRUZ/GAYL0RD & ASSOCIATES- i Building Department Check List Page 4 13.. F H C REQLrnM? Required by Sears only. 14. F E REQUIRED? As, determined -by Fire Marshal and Sears 15. WET OR DRY STANDPIPES REQUIRM? No 16. ATTIC SEPARATION 9,000-sq. ft. areas 17. ATTIC VENTILATION AND ROOF VENTILATION 1/150 of, area 18. STAIR CONSTRUCTION REQUTREI'rS 1-hour shafts for exit corridors 19. TOILET REQUIREMENTS 20. GENERAL NOTES Attic access required or -T bar .' .-21. PLOT PLAN: SHOW REQU= YARDS, SETBACKS, SEPARATION WALLS & ETC. jar ,, �- SEARS PLAZA CAMINO REAL McCLn AN/CRUZ/GAYLORD & ASSOCIATES 0 _7 W� ;26. zNo MALL. IT sx rr 91W Q9p I 14� 1-7 fbar XI to Cora 3.41 EASTUALNUT -Aj flhV\ --441AIWO, 77-12. 4 67 - MALL 12 8 -1- L AP AT 10 . - � .File r _ _ �.._ `' ...__ • - - .. t .-. _-' sOv � -:. -- . -+ -;---- . �_. -' _,-----`-.`'. -W ------ ii�XT 4t, 7& Ck�6UFAKIT p El - RECEIVED MAY 3 1978 CITY OF CARLSBAD Building Department Mr. Ray Green City of Carlsbad Building Department 1200 E1xn Avenue Carlsbad, California 92008 May 2, 1978 Regarding: Sears, Carlsbad - Job No. 77. 099 Dear Mr. Green: Enclosed is a sketch of a one hour rated corridor which we pro- pose to use for the Sears store. I am requesting your verification of the acceptability of this method of construction to the Building Department and Fire Department. I believe that it meets the U. B. C. requirement, however, different Building Departments seem to have different interpretations of the code regarding onehhour corridors. Please call me e6llect at (213)_ 793-9119. Thank you. SR :lm Enclo sur e Yours truly, MCCLELLAN/CRUZ/GAYLORD Step e4nR edmond Proj eat Architect ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 L ' —�1-�loUf�-.IarouST- =�i- 2oGA• STL_5'fil.c�l�u - c s C uc �in AIM ut; - `l- oU42 1 "ice %u-ous I-HDU12- 0 Testing Engineers —San Diego DF.,NDEVFoE� 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 Q 1903 West Vista Way, Unit B, Vista, California 90283 (714) 158-3730 December 5, 1978 City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Project: ears Roebuck -and Company, Retail Store and Automotive Center Plaza Camino Real, Carlsbad,. California Gentlemen: We have been assigned to perform the testing,and inspection on the above mentioned project. According to our instructions, we are to perform the following inspections: ,LAS:kp Yes- Reinforced Concrete NO Prestressed Concrete Yes- Reinforced Masonry Yes Structural Steel Assembly Yes Nondestructive Testing (If Required) MOM Very truly yours, TESTING ENGINEERS-SA'N DIEGO p--------------- Leland. A. Smith - ssistant Manager RECEIVED of c 5 19,78 CITY OF CARLSBAD. Building Departmcnt Ito UP 23 Gln x • 4 ¢) + (68io4- r . }off +G,tv x _ UO IOMOLMIC pu= : , " ...� - GLASS CLEAR 1111ESS • •- > :- li mad AND TRA?ISMTTTAXCE Ann Cs7t1�ai X► TINTED Total Solar '� : RUU=ANCE Amlpa �tgisl X.' RHATWE 5D HEAT ;Rill _ ©_ 11'Y AL - SUMMER.14 Q- -W . SS 23 3 91 91 89. i •220 21{ 697 = 1D2 Y,.: S 91 lib 216 681 2-0 200 196 613 t90 599 ' IV 574 172 542 166- S23 160 504 tDt Sn 167 526 1- 55 489 179 564- - 1.03 5.8 1- S 7 D1 tDt S] 99 56, 98 Sb iDi. 61 1D9 (; 6Z 1D9 EZ-' 1.08 6.1'- /17 - -Ex r ?� 10 - 86 74 n - D >f . 12 . 4 65 % 15 19 8Z 81 79 60 56 53 t _ - ,E� - ?R►. 3 s . 6 83 11 74 64 SS 4 = .. T X 3 62 63 6 ;r,t••�t Via 5 51 53 S 165 U9 520 410 432 577 - 526 482 445_ TD9 62 109 62 tA4 62 . tD6 6J t.- 6.1 iD9 62 ' 109 ; 62 ' f 62 6 42 44 -- lEfs7 ;�- am. !1±s . M 34' 31 - ; ' 131 ' 10 2D 31 12 12 T 4 �QE iATt' �'� K 3 68 -65 6 s S 183 Yra Y. % 5 6 "I D 20 S& 50 43" 37 SS- 46 -39' 33 167 153) 1 131 m3 369 tA9 1D6 62 : 6.t 14 II 28 ' ' 24 11T � d h'ckrle Y'-brrnn) .: t -,.:HADIltG COEfflGans Nfit[iER lb van as f Drsptrla . SEsds tUada �. •. . ..: Ltgfit Mad 'tlpM 'Med tl ` /D3 55 bt 57- 52 30 .:64- 1.12 6 A 1D1 $ b4 - .56 Al 1D - i V _D2 Vm :J 3b bi 54 1D9 . 62 91 SS - b3 53 1D8 61 B8 54 bZ 52 36 so iD6 6.0 .34 34 61 SO 31 63 . 1.04 5.9` T9 . S4 _ 60 .44 52 67. . IV Sid J6 53 59 .41 30 ' Sd 1m 5J n 53 _ .58 .46 1749 56 1LM U &4 33.. 54- 61. - m IS4 t a 52. J0 m St 45 1.t3 6A E2 54 69. 50 1.12 6A 1s .53 47 1.10. 62 b7 51 55 .44 im 62 51 .50 - 42 1MB 6.1 m-_46 �J3MS 40 106 6D _49 -:1 - 1.136 sc - 54 .61- 50 1.,12 64 -76; 53 59 A7 t !0 . 62 69 52 56 4 09 62 5� . , 9 M -108 6.1 53 ' -�=4 .48 Al • rx a n 51 41 43 37 iCKOIITHIC GLASS WITH VARi-TRAN COATING (stardar t ,s- Ss 4 StIADtNG CC "a c1;tASS NUMBER TltAtiSlilTiAlaCE•. • IifF!liC7JltiCE REiA7tYEt: GYALUE N o!Yaaatlaa _Draparte:� _ HEAL t X SUMMER WiMTER i , -` _• - Amappa TaSat Ar*rapa D[lads '� t, _� =` K 0sT1IQM Sa3ar : - tg ©^ © Q Ught lied uum Mad. Dsrt ;z •., -.:: _. M: ._ x W. 9G % �i.,- ©µ� 20 22 20 Zfl 211-t08 8 1S t0 44 ' 64 202 E9; Sa . .90 S.1 - l!.•�r on-C1er i 114 14 2.0 - - i4 - 33 3D 84 = T65 98 ;Sb :91 55 35 26 29 46FHA 29 1T20 20 ' 2S 20 21 = 96 303102 3.81.D2 5 8 41 30 3< .35 D • is a 28 67 2ii ,9D- 51 -90. 53- TJ- 2t- ?3 Zi 21 Z� K_ 1:! 26 s.Q 82 297 .98 Sb - 9T. 55 - 34- , -25r�133 16oa csw" t�Z14- ^ =20 25 1D 24 94 1 T96 t12 • , 59 -40 2T 30 32 34 :t �id'on Cier _ t-608 - D j 1S 9 - `33 3D 67 211 ...90 51 -m 5.1 .21 21 '� 23 ?s � Z1 I � 2-8 -- D - 15' 6 = 33 - 69 T18 - 94 53 93 :53 2s NEIE 23 - 22 2? 14 2D '•Q 25 30 _E2 25 1Df -52 tw' 57 34°" -25, 2T =^se an 8At&rem _ 2350 50 � SA -36 . 19 � W-1419 L10 ` 62- 1.11 ` 63 r59- .43 I {9 f3 � ;5 � 0 -99 -5:6 23 3d' -2Z' .� ZI }t14 m - U: 2� 17 t211m 2Qo- -zs 24_ = 9*• tis 363 1Ds 62 1.06 6r- w r;.<' 441 _= i.tt• b 3' Lti • 6w tires �45r SZ' _44 ` AT 52 4-ttb © - 8 TS 9 15 !. i� 259 99 SE 97 55 34 25 28 26 27 28 ' 4-114 a) tt 2D 14 it 25 95 299 1D6 bD -1D3 SD 40 6rorQt 4_� 2S 20 g t07 337 109 62 1.07 6.1 .46 34 38 - 35 36 39 4..t34 34 4 0 31 6 130 410 L1t 63 i.it 63 ST 42 48 42 !; I M exrrm - 4 a� t: 8- 15 . 8. i4- 2D-- 90 252_ S9 -51 sT SS 33 25 ZT 2S 26 21 .!can rr'rrsEr! S�str:so !L'f Pe'aui,re Mesi n s*cw► r�xexr[s S�rtr,ts4 tL : `Aa s cwn r!ares&, WJmr'1C P.e wrve Net Win s'cion r=xexru WW. 7+ an AStj.RAE Sr.!art a Ga;n Faaord 2W 81rtYls4 ft sad W 00-0a L•"°Deowt-je d 14* Van irle.or. a CF. Arid mC-�r'�^ a^ -se ol 1t1'F. a 15 m. !% w nd M!x:;y and ro S,.user U a,.� ark s ac=r:q cx'�rem are V /i'_+3 are taW do an C war :L^•=D�"•x! " a ty of 25i 3!-: sV 'L an a ,- ,u ter^pe:"ys J 30 F. sro �nC:or �.en'ue d WE and scar �t; , '. ""r..r • L•s �Z :.i ;••Ls:'a•CS "ir �t �- '."": ^ t_ d Y. • . �^^+� .ZONO K, LITER fOCjF DECMMMWM� -Insulation Values., A. ZONOLITE Root Insulating Materials T. ZONOLITE insulating Concrete (1:6 Mix) - Thickness Thickness finches) "R" Value ha) "R- Value 30 A% - .6.7, 7.5 21_' 3.T , 5 . 8.2 3_ 6 9.0 3% 5.2 4 6.0 2 INSULPERMID Insulating Board Thickness Thickness- - "R" (inches) •• R Value (inches) Value � 3.0 2% 16.0 11.0 1 4.0 2% 3 12.0 j•,� 5.0 6.0 13.0 1S4 3% . ` 13 7.0 - 14.0 15.0 ( 2 4 16.0 2% 9:0 8 Other "R" Values Ina Roof System .2 Winter) 15 mph.......................... • -Outside AirFitm (Heat Flow Up — P � • -•-- - . " . _ . _ . _ _ _ .3 Outside Air Film (. Heat Flow Down — Summer) 7% mph ........ ............. ,, , , , .6.9 inside -Air Film (Heat Flow Up —Winter) .... - ...... • • • . • • • . ' ' ' • • '..• _ .. • Inside Air Film (Heat Flow Down —Summed ....................... o ........ .. • • . .3 Built -Up Roofing ....... ............................0 . Steel Forms .. • .......... ....................... .... _ .............. C. Calculations for "U" Values of ZONOLITE Insulated Roof Heat Flow Up Heat Flow Down (Winter) (Summer) Components ..R.. ..R.. Outside Air Film .2.3 .3 Conventional Built -Up Roof ZONOLITE Insulating Concrete See Tables See Tables (Average Thickness) - See Tables See Tables INSULPERM Insulation Board See Tables See Tables Deck Substrate .9 .6 Inside Air Film _ "R" TOTAL (RT) 1 1 BTUMRJSO. FT./`F . ..U•' Value ..R "T RUTHROFF LETTER E T T E R OF TRANSM I T T A L TO: lei DATE., 7 T7 }��! I� Ziff A/- JOB NO.: 1Z L. G. -rF- Do D 6 ATTN:7 RECEIVE D _ MAR 5 1979 IN ANSWER TO YOUR 'REQUEST OF WE ARE SENDING YOU: ElATTACHED ElUNDER SEPERATE COVER VIA u• THE FOLLOWING: ❑ TRACINGS ❑ PRINTS ❑ SHOP DRAWINGS []CALCULATIONS ❑ SKETCHES' ❑ SPECIFICATIONS ❑ COPIES SHEET NO: S D,ESCRIPTIOON p� Si.tJ tM ®!" 40 0)zr FOR YOUR: REMARKS: ❑ APPROVAL '(0-COMMENTS `n DISTRIBUTION ,,FILES fffl,,INFORIVIATION USE IF ENCLOSURES LISTED ARE'NOT RECEIVED PLEASE NOTIFY US. COPIES TO: Very truly yours; RUTHROFF & ENGLEKIRK BY RUTHROFF & ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS INC., 3242 WEST EIGHTH STREET,.SUITE 200, LOS ANGELES, CALIFORNIA 90005, PHONE 385.9487 WASHINGTON STATE'OFFICE,1818 WEST LAKE NORTH SEATTLE, WASHINGTON 98109, PHONE 206 283-0357 ORANGE COUNTY OFFICE, 4500 CAMPUS DRIVE, SUITE-668,.NEWPORT BEACH, CALIFORNIA 92660; PHONE 714 546.8581 NORTHERN' CALIFORNIA OFFICE, 7700 EDGEWATER, OAKLAND, CALIFORNIA 94621, PHONE 415-638.6977 -HEAT TRANSFER COEFFICIENT For. 3 , ' PROPOSE' O'CONSTRUCTION ASSEMBLY = List of Construction Components R l3. •f 4. E L M � � 6. 7. -Sketch of Construction Assembly WEIGHT: 4 � Ib/ft2 Check one: / Wall Y Roof Floor �— WALL' Th(e Inside Surface Air Film • 6 j • �i►�i cooling hosting Outside Surfaoe Air Film cooling hosting Total Resistance Rt cooling heating U-Value tl/Rt? i07 cooling heating HEAT .TRANSFER COEFFtCtlrNT - - FOrm •• PROPOSEU'CONSTRUCTtON-ASSEMBLY _ r List of Construction Components R Sketch of Construction Assembly WEIGHT: JrO Ib/tt2 Check one: Wall Roof Floor - Inside Surface Air Film • 012 ' & cooling hosting Outside Surface Air Film •2� 117 cooling heating Total Resistance Rt 2 • U2- .� ��� - - Cooling heating u•Value niRt) . 3S • . 41 tooling heating _ 'HEAT'TRANSFERCOEFFICIENT _ v _ .Form '.3 , PROPOSED -CONSTRUCTION ASSEMBLY . R List of Construction Components ------ 2. Z otrTfi. 2`lz �. 6. 7. Inside Surface Air Film coding heating Sketch of Construction Assembly - Outside Surface Air Film WEIGHT: - S Ib/ft2 cooling heating Check one: Wall Roof ✓ Floor Total Resistance Rt 10 tooting ULvalue (I/Rt) • 1 O cooling 0i•(V heating -10 heating :. Form-_ ...BUILDING DATA FORM HUILOI'NG ENVELOPE COMPLIANCE G _ " r y 57�"1 - -Documented _by i -.Proj� 7ida—_ . 'opt. . Location checked -by - : - , 'froj�t esigner . - - .. .• � ,. _.- .. - _ _ Oat* Appendix U - � 1 - SITE DESCRIPTION Location Code Number (from Table 2 of '•3 G� Latitude Appendix 1) —�27 — �— Degree Days -heating (from Table 2 of Appendix 1) 4 SF. Solar Factor -(from Fig. 4,1.17 or Table 2 of &T• ASHRAE design temp — 78° (from Table 2 of 5 Appendix 1) • - _ ndix t) • BLDG. DESCRIPTION Oecupancl► Type Code Number (from Table 1 of Apple' Gross heated floor area, sq. ft. 8 �_ Number of floors g .Ground Floor Perimeter, r ft. Longest diagonal dimension at ground floc . Height, ft. Record the derailed materials data on the Materials Data Form - Form 2 Aopaque welt 12 Wall Surface Areas Avvindow 13 Ado -or 14 l Total Aow Line 12 + 13 + 14 15 l., Heat Transfer Coefficients (see Section 4.1.8) Uw,ll 16 winter �I- (heatingl Uwindow 17-- � Udoor !� Summer Uw 19 •3�% (cootingl U 20 --A, V Udoor 2.1 �_ o Shading coefficient of glass, (from Table 3 of Appendix 1) S y 23---�-1'' Weight of Wall Construction, Ib/ft2 Mass Correction Factor (from Fig.4.1A6) -rpeq N{CF 24 4 �= Equivalent Temperature Difference (from �Fig.4.1.16) 25 Aopaque roof 26 Surface Areas Roof Askyiight 27 Total Aor (26 + 27) 28 Zp - ,. G % skylights (27128) 29 Note: if Line 29 is 5% or greater, automatic light•seasitive switching systems -are required in the area, ighred by sky- ligh t `. Enter the difference between line 27 and 50,; of line 28, or 4! zero, whichever is the greater 30 31 4 Enter the sum of line 26 and line 30 gU.ItDiNG^DATA-fORM,— BUILDING COMPLIANCE - Pipe 2otform 1 a PROJECT TITLE. rc�rr� .. Heat Transfer Coefficients (See Section 4:1.8) :...- winterroof . 32 •j0 1 {heating) uskylght 33 u 34.[D Shading Coefficient of skylight (from Table 3 of Appendix 1). _ SCs 36 . ""92 Mass Coefficient (from Fig. 4.1.16) - .Me 37.- Absorptance (from Fig. 4.1.16) , _ Aj 38 •1 Floor �. Floor Area over unheated-spam U-value for floor HEATING DESIGN -CRITERION Standard Uow (from Fig. 4.1.2) Standard Uor (from Fig. 4 1.3) 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 Uof (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 Aor COOLING DESIGN CRITERION Standard OTTWW (from Fig. 4.1.15) Standard OTTVr (41 x line 44) Standard O1 W (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 Aof 39 — Uof 40 1 43 + 44 I'O 45 •27Z 46 f 47 a 4.4 ' •'O 48• 49 '4p1- 50 8. Line 50 must not exceed line 4£ 51 ' 5 v- 52 40,10 ✓ 53 10.75 54 1 15. 07 55 3�rr'-24 56 _5'&OZ Line 56 must rsm exctrd line 53 MATERIALS DATA -FORM - FOrm .. 4 BUILDING ENVELOPE COMPL.fANCE. _ . Project TWO , S-� t-r' r Documanted by tocation - 124rlal�rot'�. %Dam Project Dasignat _l'Tr�D h9t � ~ Chodad by _- pa 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 (attath sheets to document- any additional compass orientations) Wall Type 2 Weight of wall construction, Ib/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional compass orientations) Wall Type 3 Weight of wall construction,-lb/ft2 Neat Transfer Coefficient Surface Areas (Attach sheets to,document any additional compass orientations) wt 1 ut 2 Orientation 3 IV01'Li�i Ara. 4 _0929— Ornntation 5 VAST_ An. s IOW Orientation 7 tffti. Ar.. 8 Orientation 9 Arm 10 j 010551, W2 11 V2 12 •71�y� Orientation :.13 �. '�'� a:li2 � Area 14 Wr Orientation Ara 15 16 1-TI Orientation 17 _ Ana 18 Orientation 19 Area 20 1 q22.. W3 21 u3 22 Orientation 23. Area 24 Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29 Area 30 MATERIALS DATA fORM *--Bt11LWNO ENVELOPE COMPLIANCE : i -- :►ae.2 of Foerri 2 - y _ Wall Type 4 'w4 Weight of wall. eohstruction,.16/0 31 Surfsoe-Anss (Attach sheets to document any additional v4 32- r ' compap orientations),Or�eritation `orientation 33 - - - - . ... - . � .. 1 34 `,. - ' � - : - • f .. -35 . : Arse 36 _ - ' Orientation 37 -Area 38 _ Orientation 39 Area 40 61ass Type ,1 Shading coefficient (from Table.3 of Appendix-1 or mfrs. data)' 41 • L� Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attadt sheets to document-any,additional Orientation 43 � T compass orientations) Ana 44- . Orientation 45 6AS'f Ane 46 Orientation 47 Area 48 Orientation 49 Area 50-11 S'Q Glass Type 2 - 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 compassorientations)Area '54 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 mfrs.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 A.,111 :. MATERIALf_DATA FORM,- BUILDING ENVELOPE COMPLIANCE tayi 3, of Fond Z :PROJECT --TITLE Glass Type 4 _ Shading coefficient (from"Table 3 of Appendix 1-or-mfm� data) 71 Hest Transfer Coefficient (from mfm data) ?2 Surfsa Areas (Attsd► slieets.to document additional OriKwiae 73 compass orientations). Are@ 74 _..— Orientaticwi ' 7S Am 76 cewn»tion 77 _ Area 78 ' orientation 79 - Ann 80 'Roof Roof Type 1 Weight of roof construction, lb/ft2 (see Section 4.1.8) 81, l 5" Heat Transfer "Coefficient (see Section 4.1.8) 82 —--=- Surface Area (Attach sheets to document any additional: roof types) 83 Skylight Area 84 0. Skylight. Shading Coefficient (from -Table 3 of Appendix 1) 885G 0 Skylight Heat Transfer Coefficient (U-value) Floor Floor Type 1 (floors over non -air conditioned spaces only) Weight of floor construction, lb/ft7 (see Section 4.1.8) 87 —,�.t_ Heat Transfer Coefficient (see Section 4.1.8) 88 ��` Surface Area (attach sheets to document any additional floor types) 89 Doors Surface Area _ 90 =—�-=�•— Heat Transfer Coefficient (U-value, see Table 4 of Appendix 1) 91 HEAT.TRANSFER-COEFFICIENT _:. = QI'1'Yl 3 PROPOSED CONStAitTION ASSEMBLY _ R Lust of Construction -Components - • I i 1• SH .�,paaL,•� '$C.�CSDUD .�tJ'l�, � 1 �—Ga+ZIE . 2 • • 3. 4.. 0 • 5. 6. 7. Inside Surface Air Film • �� ' %i cooling heating r Sketch of Construction Assembly ' ZS • 17 Outside Surface Air Film d WEIGHT: D� Ib/ft2 cooling heating - Check one: Total Resistance Rt 2- JV(,v ; • 7 O / -cooling heating _ Wall .tom Roof U-Value (1/rRt) cooling heating Floor ._.- WALL *Tffr- .� 94-0 GL• q �f ¢6l w��no� tc�v�.• fJt2Ft� l SO sF ry nct SGv I 7v7mt- 9 (� 3 wALc.-tyl Ik•� - �t2- ►�rer�nvr. r o4Z We w,t« T lPrr- c�� � � 6•a whL L TyPX T 3o7D Wh L L To7AL 3¢7l 1���' WALL-- ,aem •..: eei�ea•irrm ����,��i���e� .dw��r..�nr u•a rrv.� pCl ZlQ . 4,tS SAO AO ---t 42. 4.2. Gt• • t�oo� i4- poort -To-MIL L4 d't i 6' L � 3! 30 t 24' ('r7w 3 3 s— I q• � U!1 2l k•Avc. -ry'p�. Z� I SL N . n. oaort5 • r 2 G 8 l,�1�:Nnow -ro-rA -- - - - }� � ��. �r1 �.iT Y?. y"„' - ..f' .✓aRc �, 'fi-�r�° )�..+._ }-t"v pnyP >u' 77 Grrt,Act' Opel ::•Atc ty". :V�u,- , 4zt=. u = _ •:`7 :?�. . 4L #04Ra aim At !s �wn4� Lt�� ? • 3S.( _ 17 .;., " INTERDEPARTMENTAL ' INFORMAT30N SHEET " DATE: JUL 1 'BUILDING DEPARTMENT 1 BUILDING ADDRESS: C ��-/ CITY 4F CARLSBAD , uilding Department `^ PLANNING, DEPAR MENT ?.ONE CLOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED PROVI ED %" COVERAGE . 'AL'LOWED P 0 BUILDING HE-IGHT ALLO PROVIDED -, FRQNT-SETBACK: ..'SIDE SETBACK: REAR SETBACK: 'ALLOWED - PROVIDED INTRUSIONS. LANDSCAPE & IRRIGAT-I N -PLAN COMMENTS: lip�6eRlC'j6o By %'fr E f. DEP7_ ENVIRONMENTAL P OTEC ION REQ • CIS' kA � s ,��t� l'REPAieeD CER7��i�b *3806Pi7 ADDITIONAL.:..COMMENTS: 'if.�✓�D £�� ,07�0,� �L' J_ �kklG'i? a �Li, h 2S /9?8' OK:= TO I S SU DATE OK TO ,PINAL DATE ENGINEERING DEPARTMENT 7$ �I� R.O.W. �C(S?INDUSTRIAL WASTE � IMPROVEMENTiS��,,P-Ov� In SEWER CONNECTICN ;l- PE''^Q'N •�4„f�. r OCATI.ONS A E•':tewl AV GRAD-ING PERMITRo: E N T S %es. DRAINAGE LEGAL DESCRIPTION e7o_'z9 /C= f o� �j��ti.'� Aroma ADDIT:iONAL COMMENTS u.Y OK TO ISSUE: DATE PWI OK TO FINAL DATE_______ FIRE DEPARTMENT% SPRINKLING SYSTEM ���e-���LA�6 � F• n • FIRE PROTECTION EQUIP.. t (- FIRE ALARMS✓ EXITS, FIRE HYDRANTS ✓ LOCATION --- ADDITIONAL COMMENTS OK TO ISSU ATE C��// �? r ' OK TO FINAL DATE- _ WATER DEPARTMENT =r ; E REQUIREMENTS F RIATE DISTR ZCZS` Attention: j2'/aT�r?iy ARCHITECTURE.ENGINEERING/PLANNING 1199 E_ NUT'ST ENA/CA 91106 PHON< (213),68.1-8461/( 3)793-9119 Date: Project_ # "7'70g4), /0 (F25 # Project: Bill to /`1�� Requested, by: -(P.O. #) We are transmitting or have transmitted to you the following material(s): KEnclosed. rint(s) ❑ Schematic Q For Review Separate Cove Sepias) ❑ Preliminary ❑ For Comment ❑ By Letter '❑ Letter(8) Contract Document �or Approval ❑ Change Order [] For Your -Use ❑ ❑ Specifications [] 'Remarks: &RJJg i4pAlfaVi5io 'zb njuer- -JMj5Zakj A-7 16 S'1— , I r- AAjcl ❑ Copy to: ❑ & print By Description of ( Size # of Dwgs KBlu,❑ Blk Sep ❑ Rev Total Cost- 41 z- 15 2 Cam, ❑ Arch ❑ Consultant Staple ❑ Mail ❑ Air ❑ Client ❑ Contractor rBind � UPS ❑ Spl D_ ❑ Tenant ❑ PC/Addendum Pickup ❑ Bid' ❑ Correction Dff7 ❑ Messenger Tax Del,/Post Cost Record of:Reproduction Mr. Ray Green Carlsbad Building Department 1200 Elm Avenue Carlsbad, California 92.008 May 15, 1979 RECEIVE MAY 21.1919 014 t o nF CARLSS/T Regarding: Sears/Carlsbad - Job No. 77.099. 10 � , .„ 1 Darmcrtm^it Dear Mr. Green: Enclosed please find the drawings and calculations for the following additions or revisions to the Sears$ building: A) We want to obtain a building permit to install a suspended garment conveyor rack. Sheets: A.-6, S405 B) We want to cut and reinforce a steel girder over stair #3 to obtain the required head room. Sheets: A»21, S-:2, S®4 C) We wish to add a suspended beam in the auto center to act as a rail for a tune' scope. Sheets: S-7, 20/Ss31 D) Indicated the reinforcement for the openings in the second floor -at the auto center. Sheet: S«:7 Please check these items and notify me of the plan check fee and the permit fee for the garment rack. If there are any questions, please call me collect. Thank you. SR :lm Enclosure Yours truly, McCLELLAN/CRUZ/GAYLORD * -1 Stephen R ePmond, A. I. A. Project Architect ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 . �Ui21Z #3�,t�MS I 04 �gyp{. ' A (��®Y Wa4 By ,.-T'S7 GPI L! NCB JUN 1 1979 z Clty Of LSEIA BUILDING DEFT. MST IF' - -Gil"LIi�G SPAG� � ,� � _ - � - - � --- . -- -•.. - tc5 i-1N& 5�f..A Gl z�s 1�P Joi5 Wo, 770Giq, IC) 1 gC&F. SEARS, CARLSBAD -Job No. 77. 099 1GiE � Occupant Loads CITY OF CARLSBAD First Floor_ Building Department Use' Area Occ. /Sg. Pt. Occ. Load R etail 31230 30 1041 Stock 19573 100 196 } Office 12512 100 125 1 Kitchen 792 200 4 Dining 2511 15 167 Elev. Shafts 256 0 0 Equip. Rooms 326 0 0 Entries 192 0 0 Sub -Total 67392- 1533 Min. Exit Width 1533 / 50 = 30. 7 --ft., min. 4 exits required . Stock 730.5 100 73 Lounge 189 15 13 Locker Room 150 50 3 Sub -Total 7644 89 Total 1st Floor 75036 ' Min. Exit- Width 89/50 = 1.8 ft., min. 2 exits required. Second Floor Use Area Occ. /Sq. Ft. Oct. Load Retail 56382 30 1879 Stock 9507 100 95 Office 370 100 4 Elev. Shafts 256 0 0 Entries 384 0 _ 0 - Open 1031 0 0 Sub -Total 67930 1978 .Min. Exit Width = 1978 /50 = 39.'6 ft. , min. 4 exits required. Office - 270 100 3 Auto Center 683 100 68 Sub -Total 7106 71 Total 2nd Floor 75036 Min. Exit Width 71 / 50 = 1. 4 ft., min. 2 exits required. 't I �* IA OW lo: p ' t t { t .13 _ f f3� -CAM ihla _ iZr--QL 77- 9 t1, -; =F » •# -. • • { �v T- -77 lyf� M4 Nr Extra -4, A&P 3 U-e of F ree rA ===WOO Ott OUu1P L4 'r'. ,. Gp IF 2 Iv- tsa IcIll 11 L71 r?.t� Gcfl + 92aor Attention: ej14UC,r. Jfvs ARCHITECTURE/ENGINEERING/PLANNING 119 9 E 'WALNUT ST/PASADENA/CA 9110 6 PHONE (213)681-8461/(213)793-9119 Date: Project # 770111./o (F25 # Project: Bill to: men,., Requested by: (P.O. .#) we are transmitting or have transmitted to you the following material(s): Enclosed Print(s) ❑ Schematic ❑ For Review Separate Cover Sepias) ❑ Preliminary ❑ For Comment ❑ By Letter ❑ Letter(s) Contract Documents ❑ For Approval ❑ Change Order For Your Use- ❑ ❑ Specifications ❑ Remarks: _Mv, - twu^ZaA i-^-"n `mil l�1��� fZlr. LSi�:.fSa ❑ Copy to: ❑ & print By Description of Originals) Size # of Dwgs Blu Blk ❑ Sep ❑ Rev Total Cost ❑ Arch ❑ Consultant Q Staple ❑ Mail ❑ Air ❑ Client Contractor ❑ Bind UPS ❑ Spl D ❑ Tenant�PC/Addendum Pickup I-1 Bid I-1 Correction (-1 M Messenger . Tax Del/Post Cost MUT dIm� LJ LlU lS�� l� a Record of .Reproduction RUTH ROFF ca EN���� Jo DATE CONSULTING STRUCTURAL ENGINEERS INC DESIGN 3242 WEST EIGHTH STREET SUkTE 2N LOS ANGELES CALIFORNIA lMOS PHONE, 213315-9417 C;44' F6 0 - SHEET. r. Q t3 4 —� A,:. o o ' 0. uus 2 - �= '� Q Z wI ��41- -2x0t:0.2 As Sc?-"I 1-1 Z. • �,5 L 2 A 0 IL- 4- I AUG 171979 CITY OF CARI-SAD Cuilding Department ARCHITECTURE/ENG.INEERING/PLANNING 1199' E WALNUT ST/PASADENA/CA 91106 PHONE ('2l3)681-8461/(213)793-9119 Date: Project- # '%704"110 (F25 # ) Project: Sfmas Bill to: rs Requested by: Attention: RAI eSp�.6�P, (P.O. 4) We are transmitting or have transmitted to you the following material(s): 'Enclosed S Print(s) ❑ Schematic ❑ For Review ❑ Separate Cover ❑ Sepia(s) ❑ Preliminary ❑ For Comment By Letter ❑ Letter (s) ❑ Contract Documents, D�J! For Approval ❑ Change Order ❑ For Your - Use ❑ ❑ Speaif ications ® � 2r7- Lot GiiG_�faN©1Vy Remarks: rZ `jj—� �e G�? " eta . l / e L a p?F. 7r'?-.l *&x- �. �'J. i " L� MN - Copy to: ❑ & print =1111dill. Description of Original(s) Size # of Dwgs ❑ Blu ❑ Blk ❑ Sep ❑ Rev} Total Cost ?— ❑ Arch ❑ Consultant ❑ Staple K Mail ❑ Air ❑,Client ❑ Contractor ❑ Bind ❑ UPS ❑ Sp-1- D ❑ Tenant ❑ PC/Addendum ❑ Pickup ❑ Bid Correction ' R GL-06, 0Fr, ❑Messenger Tax Del/Post Cost Record of Reproduction RUM-.3 � �' �� �� iY� - :ATE a D CONSULTING STRUCTURAL ENGINEERS 1Ik1C DESIGN 324Z WEST FILMTM STAttl SUIT[ lto LOS •%GILIS[AUf OMMASOM f'MOMf 21)3oiWi - SHEET. �' - - ; Ps : go I . 03, 6 �i0'TC'o t�T+�tt_ s l a�r-e,r Ltt; t a w J'Si-c -Z is �r•�cuc.,t� A''L-rs c,�*r.-' AT -T44?-.ou(f?b�- w,&u-- AT f OT. TF-►Q— JOB DATE CONSULTING STRUCTURAL ENGINEERS INC DESIGN— lltI*'ES7(IGMiHS7Rt(iSUT(IM lOi♦NOiI(SUlEl7ORNU1$Nf t'wONE213A5•l�ll - SHEETw' G x ucA Law. 0I = Zoe (� 1 -RHO _ . �Z4� o.c- IL 3� Z , f— U.Au`C _ 52 '3 nG -� 0r� A 1T 4P A *5 Lb et�t l� Cet AT A►C7.L`� 1.7� G'��-'�'S C.M. Bc' �CEP t — �@ L�i't 6.G, - Yaa�ptTiori. AT T-N 90LA&P- w4U-- AT -:p�- RUTHRON'=ENGLE MIX DATE 'CONSULTING STRUCTURAL ENGINEERS _INC DESIGN 324I WEST EIGHTH STREET SUITE 2M LOS ANGELES CALIFORNIA 99M PHONE 213 315-9487 SHEET a RUTHROFF ENGLEMR.K."DATE . CONSULTING STRUCTURAL- ENGINEERS ANC DESIGN _ DG 2242 WEST EIGHTH STREET SPITE 2W LOS ANGELES CALIFORNIA lWlS PHONE 212315,9411 ' SHEET i e--9A Zj 17 RUTH R0FF.='EHGLE,,Kl_l RK OTE CONSULTING 'STRUCTURAL ENGINEES INC °ES'°" t ' - rMo�EtUt�>+•u S►+EET.- c-"�--- :NSAESTUGr•)MSTREtT,SUITttM LDS ahGtltS CALIF DK%IA NMb. - .z-3z ,• zsy lez :ec'N�r►r� _ _ em it ♦ ZvD FL- - W•4 + .2�13 (.tE��. - -�. v = 3�3rc" - 43. `r`` �.. COBAZ� . i r't+.) - -,. t Z3� C . �- Val 3 �� S) C . t �•� -F i '1 "� 1 s 3 I + s 3-� ° _ r"3 t'}` • et . Soil Tt — — — — 'Ci►1 � �i-cSS .aX� i - W'� Z.n v I L 11z.2 • -,� 2�c�3 ... � Coo 3 2. w3 = 39z rl N • r v; N JOB RUTH RON mENG-LERIAK DATE �!. DESIGN , STRUCTURAL fNO E�EN IN SHEET . .-¢ I742wl-ST CIGMTM SFIIIIT SYITI ZN LOS •%GILIS CALIF 0RIY1A S M% - MOhE 213 its „It CONSULTING • — wr:�.w1o. L 69 b�sZ o ;eco oo E -�( D i gEL-t1 owl Co 3tZ2. C� O z �4 • of ifoRTH SOUTH ELEMENTS WEIGHTS AREA VE'IFGHT(KIFS) DIST. FROM S.W. CORNER 1 393.00 0.00 2 24.63..00. 273.00 SHEAR FACTOR = 1+000 RIGID ELEMEAS WALL HEIGHTfLEN_GTH WIDTH MOD. OF ELAS. ' 1 0.32 9.00 3122,00 2" 0.32 7,00 3122.00 3 0.09 9.00 3122.00 4 0.10 7.63 1500.00 5 0.21 7.63 1500.00 NORTH SOUTH SHEARS WALL DIRECT. SHEAR ROTATIONAL SHEAR 71.43 2'1- 0`' 3 444.60 -63.75 528,26 102.75 -,40.75,E 46.83 i= AS•T WEST ELEMENTS DIST, FROM S0V CORNER 0.00 156,00 156.00 390.00 390.00 ORTHO SHEAR TOTAL -SHEAR 216.11 287.91 ="x 36.50 1.8 .60 -302. 39- -13 7 .61 268.65 1380.86 31 ► 01 -287.5�f- WEIGHTS AREA WEIGHT(KIPS) DIST. FROM S.W. CORNER 1 2603,20' 0.00 2 393.00 205.00 SHEAR FACTOR = 1.00j0 RIGID ELEMENTS WALL HEIGHT/LENGTH WIDTH MOD. OF ELAS. DIST. FROM S.W. C04NER t 17 0.24 7.63 1500_.00 286.00 -01 0.50 7.63 1500.00 286•00 0.64 7.63 1500.00 286.00 G.11 9.00 3122.00 - 234�tOG. 0.11 9.00 3122.00 IB2.00 0.07 9.00 31.22.00 0.00 EAST WEST SHEARS W ;LL DIRE► T SHE, R ROTATIONAL SHEAR ORTHO HEAR TBAL SHEAR 1 "- -91 .77 33.22 30.38 _�2 37.90 12. 83 14 S . S 2 tt 02 401.37 � i:? u.t)4Iy4�5.6 =Jr... _ . LIST. O CNTA OF RXIT ,, T , 1., S . ; a , NINA 1 ; 7 T E.; S Y. J t ♦ TO vNTti VI MASS •_ t _ . j i i'l A •-.`( 3{ V = f N GlE'K' K ; iba- DATE �' s c' CONSULTING ' STRUCTURAL ENGINEERS INC °ESI°M r, i24i*EST-immimSTREETSUITE M LOSANOEIET ALIFD NIASOM9 ne0ME21731159487 SHEET Ls -ni s•�t = G 1'. lit yt = 14A 1. Coo _ _ �t4 (I�-. c�� i b 1 Z= 2�3� yf Z 5 2y .tsy 4 21 Y� : U < -V,,r. Ljv, Q --Al C. lq.cat —10, cp '700 •`�I 1(9d 1 t 4 '1 u L a.,..K...v.�,-.r.:at.,..a�.�..v..�+..wme� xc....,�w>..wroe*.;, .� �o,,,, x-.k.*..,..ax�....�....- ................. ..... ........w.... _ roe �` 7 RUTHROFF LE KIRK DATE CONSULTING STRUCTURAL ENGINEERS - INC. DESIGN ]042 WEST EIGNTM STREET SUITE 21118 LOS ANGELES CALIFORRIA 99* 1NOME.213 M947 SHEETS r 1 ?d cne )► 1 . � KIRK :: - _,oB RUTH ROFF N CLE DATE CONSULTING STRUCTURAL ENGINEERS= INC_ - DESIGN _ -- 7242VEST EIGHTH STREET SUITE 2N LOS ANGELEStAL1TORNIA-!MK (HONE 213 31S ll{T SHEET • W �� AR�re�� 10 Z , .035(�t)Z 2 I,y:=o RUTHROFF"EN GL�KIRK Jo CONSULTING STRUCTURAL - ENGINEERS INC DESIGNDc 3242 WEST EIGHTH -STREET SUITE 2N COS ANGELES CALIFORNIA 90M ?HOME 2133/59487 SHEET - BAs;5 rnew.YT- %J u5 � _._ 13��2� ter. G°w►�' max- `.�.' ea �Z .` / dCOO JOB- - RUTNROFF EHGLEK'RK OATE CONSULTING STRUCTURAL ENGINEERS Ifi : DESIGN 3242 WEST(IGMTM STMEET SUITE 2N LOS ANGELES CAUfORNIA "M tMONE 213 3115 9492 SHEET t E wT WAIJ t (3 t T,L;� cz&K ttCorr- t W71,2 M. _Fit2z(`� .gs)Z Z Z rL2 125 oZ\ - 31o Ca •-5•+• • FdX eYwwtwah+eu.+wa e+aw4rr.N.,Rnabww+.sa..+*+»—w.+.-^norra+.n.w+r+r.._.3M..ww/W�+awa.w..�..n..........--.n+,.,...•F..w+ �n..aan.vr.v.xs.ea+.w+..,..m+u.rw.a...w.w..-�n.+..•...a...d.r+. �..s..o, .•. . ...o.ry RUTHROFF"'E'"N-GLIKIR DATE i0 1C7 -CONSULTING STRUCTURAL be -ENGINEERS INC DESIGN 3242MEST EIGHTH STREET SUITE 2M LOS ARCELES CALIFORNIA !N!S HOME 2133859487 SHEET 54rz-Q ,sr- ►�T W h-L — ,fi x i AL a . C '�-7 . oes Claao���or� L°- C t2� 40 c. QuD FL %oocb�'2�o�\'s� 33,33k (pal W^w WT3 tta C. = h -4 Lt 14, �'•PQ�/ s So,rZ � ti -- — /Fjri.Q. - � _ 1 ' ptot_ PL t1. ,. ..o-v ur .�"Wvxyww..+•••'•^ � ..^rr+.w. w-,.•!w'v�.P+.ux..r. � ...�... ..+en..!-msa..e.as«..iwn,.ww.,.».+w=-nw.k�w,. rr+n.rwvfw,ewMw•-re.r....nr+ —-r.a.cr- -.-"s".aw^.'++.r'.r\riM1v,h...3:w&...Cwsa f+�8.rsr :,.-w RUTH ROFF ENGLEM RK. JOB DATE CONSULTING STRUCTURAL EN-GINEERS INC DESIGN - 3242 WEST EIGHTH STREET SUITE 2M LOS ANGELES CALIFORNIA99M' PHONE-213 M948i SHEET s AL DOIco ��t • -, b o?Z � 2Zs3�. t . oho t,8o _ _ .j3S 85 %) 12 .7M --v (�—, �o�I + ~�� t,o�Z� 2t t.b( ►h. L) , +m�+n..u«:a-.�yi:+_�W?�:'+�'�.w.,...w.nww�i+;+++m.:w.z.,•n..vra�w..suuuuwaa*+W. ...,� �rb%,e„ww.....o�.u�..�.cra_W: x.w.«.ss:-+-�..rww»e-waw+��++au.ww,.�+avcw,e.l�.,...w.a`u+�+.�.n. uo.w.,a.a.wc.�...mw.:...« ., .,. ,,, Jos'. RUTN ROFF ENGLEKIKK DATE c CONSULTING STRUCTURAL -ENGINEERS INC DES1G1� 3242INESTEIGHTH STREET SUITE 2M LOSANGELESCALIFONMIA:gom PHONE2123SSlN7 Sf1EET• 'scot OFAA - ov,3Lx — Lao 6471 ti 1'1147 4 3 -ZO, JA,la► - = Las 4 ' _ �s _ 1zo�"I Lk Oslo so oso) ,g , ► i 'l, S t VL —,ZIT — t173 +1151) RftCLELLM CHM G%YMID o o�nc�� November 21, 1978 Mr-. Ray Green Carlsbad Building Department 1200 Elm Avenue Carlsbad, California 9=2008 Regarding: Sears/Carlsbad - Job No. 77.099.10 Dear Mr. Green: As we discussed over the phone, I am sending you two sets of .the Sears' drawings revised along with addendas IAa, zBa and 10. We agreed that I could pay the plan check -fee when I picked up the drawings and could also fill out the -permit form at that time since I have no blank forms here. The only change on the form would be the valuation. I am also sending two sets of calculations covering the .structural revisions and two copies of the revised energy forms (Title 24). We eliminated the vestibules and wall insulation and reduced the roof insulation. Since there ar-e virtually no windows, it still , al:e s .(cut. r We are anxious to obtain a permit on th e s e revisions in order to make a smooth transition from the foundation work -to the remainder of the building. SR :lm Your s truly, McCLELLAN /CRUZ /GAYLOR D Ste eR dmond, A.I. A. J project Architect RCVEJ CITY OF kiNRLSBAD 1BuiIdln&tment ARCHITECTURE / ENGINEERING / PLANNING 1199 E. WALNUT STREET, PASADENA, CA. 91106 (213) 681-8461 (213) 793-9119 JOB ! . - 2 RUTHROFFmENGLEMIN DATE -CONSULTING • STRUCTURAL ENGINEERS INC DESIGN MZ WEST EIGHTH STREET SYITE'2M IOS ANGEtES-CALIFORNIA MMf PHONE 213 3MI S7 SHEET s� RECEIVED'- MAR-5- 1919 CITY OF CARLSBAD - # t Tl sT -o t2o = RM, fF DATE L CONSULTING STRUCTURAL ENGINEERS -INC DESIGN 32421MESTEIGMTMSTREET SUIYE20 LOSANGELES.CALIFOIIMIAMMS MIOME2133SS-l4S1 SHEET• RECEIVE .Lu1i'�:pP'�rtnl'ent, a>< to(S)A eTuvep 57 i W24 x &E, � ��- s s �� •� a � s . w Aldo CA.1JNRiN GaED '1'I- A C� r— x W I L.ON (Sp w/2..ep PAP 60 L75. J. O, ` ,21ts 1 LO M Rep c^�Lel5k�l �� GATERUTNRO FF ENGLEKI-�---- CONSULTING STRUCTURAL ENGINEERS INC OESiGN 224i NEST EIGHTH STREET SUITE 2M LOS AMGE[ES CALIFORNIA 94MS HOME 212 786,0487 SHEET s TA D VtS� S g) STANZ AtZ3r-A �'' 3 t5M CWT RE CEIV MAY -2119i9 a ,,�y} �6 Jos . 1 4- . RUTH ROFF ENGLEKI RK DATE CONSULTING STRUCTURAL ENGINEERS INC - OESIGN t7G 22E2 NEST EIGHTH STREET SUITE 2M LOS ANGELES CALIFORNIA fNSS PHONE 213 346-11I87 SHEET. ! �►J %T1k �n �'t't ovJ G,a1T' C o U��o� LZA,IF TV ar qci.(,3 5�=. _r JOB . f DATE RUTHENCLEDESIG N ROFF f CONSULTING •STRUCTURAL ENGINEERS INCSHEET• PHONE 212 2Et/NI 2242 NEST EIGHTH STREET SUITE 2M I"ANGELES CALIFORNIA SI MS Co Lu t"Cki• t _u-r 4T SI Z w Z.l ry e . -. ? A ._. ,•_ .. ��, om •�• .... - � - - - ti AWT 74 t.1-0 is 1A V- q �2 .L ,y s el � L (j► ZA -- -I, ZS __ �s—' �. `.fit z.i ljo . i - _ � -' t`�-2$ :_-._ . � •- _.-�_ - � 33.�� � : it5,2���}X13�CG�3&� FZ -� Q 0.Z� - 2" d ts, ss -8` " 2 •25 � _ t4A XL' q�� z� is s ry r .S✓. . .r•' - '- •:' ` '':� �%• r`-r".. .2` �' j�:y1;`. �--F..'ss• .. ;.1: `� � t;�t+tr•? .!!• �:f'. -..•. �- � - e• _ JL� ;.:Y _a_: ... ,�... •.,,.pry-. ._. ! 4G-.. .,- .,-•�••v-ni 4i -• - , t _ t4• }r _ , `w'1!-P1+•••M.;•-•.y....�ar'•`.����•�•.Y ••.- e.+./`• „a,;r- •` �/ y,io:r�� _-= r ._, ..._._. - -. -..- ^t -: DATE Ix _ RUTHROFFsaENGLEKIRK ESFGN ' INCCONSULTING STRUCTURAL ENGINEERS S NC sNEET� 31i2 WtV gjSXT" jT"jT SWT13W LM Nilltl CALOGAM4 /M11 :q' - _: _ .. «_...-.. f - i.'<_ ._tom _ .,J.•;. _4,- .- `v:. � i z:-- r.q. -� � � _ �,.., ' '� -•- � - - `� �. �., j ." . ,.- . •-- -i- _,{�- �=" �••� •: -'' -, `-�:- y':r ,;,mot-.�a •�:.,� :^��.:�,.: J--• =,v.- - �.- - � w ' :` _ - - • . .'._ �.. _ �_ ..-.: w .. '{ "'. � �•`�-1c�iy-q�-•'-•1,•�•: a. .�.:�� Yam,-: �:.:�r_• L� '.��' _-- ...... _- _ .�-Y,c -mot► � -�. ..:-3.;.?n_�.: _ "t-...- _ '��- _ � _ „-,--.�_ .i-'��,�,.,: ,_+-�-ter.:•.^s,.2-^•�`r'Lr•;r±' :'�• :_ ^i� :..-� _ �.• - _ . .� _. {' Mry... • .•:7r � jr�,: iL.1wi.��.q. ..•., `, :.,��Y. a:• +,a•,. s ,. �•i. ^ _ _ - ..-. :-. .0 I_ ..1._.: mil_.= �- a `-,•>i �I. � L Yw ` •i'. �.�+-� _ . - _ •. _ _ — _ — � " sib ADO we yo —17 • NaY`.`. a�..■ =-r/. •1_%^ i.-ii- _�j•.•. _<,�'r: •t- A! -•~�•✓•* T _. �� ,'; \\v '�••�y E _�� �..�.. �>.}.r• .,;ry _.—••.+T=:=--` •*"'rr."•• =_ �: _---t•'��;:.-ram.. _ _ _.. • _ � 3_.j•=.is4TM�-=1.•;:��-,,_?.u:.i...sS'j" - _ '.t-' "','- �'�-�,-�•�,�•..-��,:,.�...:r• :i..:�- �=.. �.-_�__-. --r- ' '- ,...:.�.r_ i .. �... ..�,�-- ... - � _-,--i:��-I1[>'. � :=''`_:liar:_-rr.i�-S +�i :.•...e�.r�. 2},:'r.. 't+C,:-% � i•j'., ._ � �_�.,� •�.: •<:.. ' i, r- •• ` ���t / e,t=D- - 1__ � w• cy.,._:a:J" .k.u.•ly;..:.� -� .. y 'ate- �.+�:�. •-" Q1 .•i 'y` L. a ���- - �_z t • : T - ?1C �:�. to. R ....ter-�'� _ ' • _ •.�i. �.... `. �Z- • _.si•.Tjr. 7 �-' _^ - r- I - _ ioz- - .,-L. ._:....: .+.;}.-�_". -=-t. , -} �'.-r_�-._t.+J.__-_ate• 4 • - :,,.j...-7- �.�.+.•++--`_•."�"•^'ri. � �`�'-Y �.`� �.-sv_+ `,..........i vim', ,7. �,, ); "-{ _ �^ � �-�--a-i,_.. { `.•�:-.� �,�: '�_ -;'r"f '• `- _ ` 4MM--M� t t'-.,,,1 t,,,i`_-�j(}'.r•.i•�1+-�-i-•-YT •-t�•�_.ie. ,/f *`-.'•[ _ - _ _ ?"�.�J_ � t .t- _ _ � _ _ '1• s.�-:.._f --�• � •I 1 +� • • .r: i -r � x .Q• 1 - ,i. _w �„y,�i�_-.a: ;._ :+ ' C}a•�. t � a d r t'J.':� i'' :..Z. 1' �,k:s'`-•i••T�.x_ .--'� = �:`^r+`. ;` �- _ �-- � - - -' +.•• � = �.. a- = � -�- - ' - _ r RUTH ROFF E N GLE III R K DATE r CONSULTING STRUCTURAL ENGINEERS INC °ESI°N 2242 WEST EIGHTH STREET SUITE 208 LOS ANGELES CALIFORNIA SNOB- PHONE 272 MS.9417 SHEET a 310 or w=C2s4 Ico�� 1�p�_ ,.3�•�`�� • i - Z 7 W iZ xt4cr x TE S� �.� J• a ROFF ENGLE-Ki RK GAOB RUTH CONSULTING STRUCTURAL ENGINEERS INC DESIGN l 32/2 WEST EICNTN STNEETSOITE 2M tot AMGE/ES CALIFORNIA MME PHONE 213 7E6-ltA SHEET • r i byA MAm 3�D 31 p . 5 - - ' ZZ - _=mac=�1"cl top �qp Cf- RU TNRnF F EN6 LEKIRK l� _ ,oe . ok I'll CONSULTING STRUCTURAL ENGINEERS INC 224i HEST EIGHTH STREET SUITE 20 LOS ANGELES CALIFORNIA NM PHONE 212 3IV9487 Ilk jar N SINS Ilk 1 DATE DESIGN - SHEET • ' \ 1 Op _. loA 1 �I .. . , JOB RUTH R4FFENGLEKIRK DATE E CONSULTING STRUCTURAL ENGINEERS INC DESisGN PHONE 2123ts-9", SHEET • 32QMESTEIiHTHSTREET SUITE 2M LOSANGELESCALIfOANIAlMM i - � ._ '_ ._ ,�}_c�w1L�C'fl.'ar�i't .�r•� C�it��o3 . , - - _ � `. © �{ _ - 4 tipLJ At . .. _. __ f .. _ •. •� a .----:_ �1,3�' - d - ._. - ! _..- --4 r r r r SOIL INVESTIGATION FOR THE PROPOSED PLAZA CAMINO REAL CARLSBAD, CALIFORNIA For May Stores Shopping Centers, Inc. 611 Olive Street St Louis, Missouri 63101 By WOODWARD-CLYDE CONSULTANTS Consulting Engineers and Geologists TABLE OF CONTENTS LETTER OF TRANSMITTAL SCOPE OF WORK DESCRIPTION OF PROJECT FIELD INVESTIGATION PLANS AND PREVIOUS SOIL REPORTS REVIEWED LABORATORY TESTS AND EVALUATION OF SOIL PARAMETERS SITE AND SOIL CONDITIONS SUMj'-ARY OF FINDINGS, DISCUSSION AND CONCLUSIONS RECOMMENDATIONS LIMITATIONS FIGURE 1 - SITE PLAN FIGURE 2 - KEY TO LOGS FIGURES 3 THROUGH 21 - LOGS OF TEST BORINGS FIGURES 22.AND 23 - GRAIN SIZE DISTRIBUTION CURVES FIGURE 24 - FILL SUITABILITY TESTS FIGURE 25 - PLASTICITY CHART FIGURE 26 - LOADED SWELL TESTS FIGURES 27, 28 AND 29 - CONSOLIDATION TEST ATTACHMENT I - R-VALUE TESTS ATTACHMENT II - SPECIFICATIONS FOR CONTROLLED FILL ATTACHMENT III - GUIDE SPECIFICATIONS FOR SUBSURFACE DRAINS Page 1 2 3 4 4 6 13 17 27 I r A�� • WOODWARD-CLYDE CONSULTANTS CONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS WESTERN REGION 3467 Kurtz Street ��Septe�mber 17� 1975 San Diego o.. 75- California 92110 Phone (714) 224-2911 May Stores Shopping Centers, Inc. 611 Olive Street St. Louis, Missouri 63101 Attention: Mr. Norman Barth In accordance with the request of Mr. Lawrence Rogoway of Shuirman, Rogoway & Associates, and our authorized proposal dated July 7, 1975, we have made an investigation of the underlying soil conditions in the area of the Plaza Camino Real Expansion to be located west of the existing Plaza Camino Real Shopping Center in the City of Carlsbad, California. During our study of the site, we have identified three particular conditions is that will require special consideration during the development.of plans for the subject expansion. These are as follows: (1) Test borings indicated that variable subsurface soil conditions are present in the areas of the proposed Sears store and the Marron Road extension. These areas of development are underlain by both relatively soft potentially compressible bay -estuary deposits and relatively unyielding dense formational soils.• In the case of Sears Store, the soft deposits range from 0 at the southeast corner of the store, where the underlying soils consist of hard and dense Tertiary sediments, to a thickness on C: the order of 100 feet in the northwest corner. Marron Road is underlain by alternating areas of relatively unyielding compacted fill and Tertiary sediments and potentially compressible bay deposits, the latter having thicknesses ranging -from 10 to 80 feet. (2) Present plans indicate that in the proposed Sears store area, the existing ground surface is such that finish grades will result in irregular and variable fill loading conditions ranging from approximately 10 feet of excavation to 18 feet of new fill. This variable loading, along with the variable soil conditions, could result in significant differential building settlements if not properly considered. �! (3) Along the alignment of the proposed Marron Road extension, �! much of that portion of the road underlain by bay deposits has been surcharged; however, there are two "notch" areas not previously filled _7 or surcharged. It is anticipated that significant settlements will occur under planned fills in these areas. t1 may S 'C;1 L 1 U C I i Lerr,L Project No. 75-173 September 17, 1975 a� L The accompanying report presents our conclusions and recommendations in regard to soil conditions at the site, as well as the results of the subsurface exploration and laboratory tests upon which the recommendations are based. 1' The engineer assigned to this project is Mr. Richard P. While of our firm. If there are any questions concerning this project in which we r! may be of help, please call or write at your convenience. �1 WOODWARD-CLYDE CONSULTANTS �^4 r Louis J. Lee, .E. 14129 LJL/RPW/jr (2) May Stores Shopping Centers, Inc. (2) Shuirman, Rogoway & Associates WOODWARD-CLYDE CONSULTANTS CONSULTING GMGINl[Gt, OaOLOOIGTS ANO GMVINOMMIENTAL SCIENTISTS Project No. 7b-173 SCOPE OF WORK This report describes an investigation of the underlying soil conditions at the site of the proposed Plaza Camino Real Expansion in the City of Carlsbad, California. The site is located west and adjacent to the existing shopping center which is northwest of the intersection of Marron Road and El Camino Real. Our studies are -intended to provide subsurface information, including depth of existing fills, characteristics of potentially expansive and compressible soils and general groundwater conditions. This data provides a basis for conclusions and recommendations regarding site preparation and earthworking, soil stabilization, foundation design, estimates of settlements to be expected and paving requirements. ps Specifically we are presenting the following: Buildings --For building areas we are presenting recommendations r6for site preparation and grading,.surcharge schemes for soil stabilization, foundation design including spread footings and piles, and design recommendations for retaining walls. Paving Around Buildings- For these areas we are including recommendations for site and subgrade preparation.and pavement design for various areas including car parking, loading docks and access roads. Marron Road- For the Marron Road improvements, we are presenting site and subgrade preparation, earthworking and surcharge recommendations, and preliminary pavement designs; also discussed is the effect of settlement on the proposed storm drain. IV00DVIARD-CLYDE CONSULTANTS 90"SWLTIMO [NOIM{ll\i. i90L"1{T{ Am* [MY/lOmmenraL {Ctif T/a TO Project No. 75-173 Page 2 r DESCRIPTION OF PROJECT =: It is our understanding that the proposed expansion will generally include a two level Sears Department Store; a two level mall shops area; car parking, access roads, and loading dock areas around the stores; and the Marron Road extension, which will extend around the southern boundary of the lagoon from the existing terminus to Jefferson Street at the extreme western edge of the project. It is further understood that plans for the expansion are in a very early stage of development; however, we were furnished with preliminary Eplans, dated December 20; 1973 and prepared by Krumm and Sorenson, showing the basic size and location of structures. Rough estimates of p _finished grade elevations and building column loads were provided by ro Shuirman, Rogoway & A'ssociates. This information indicates that the site will be graded into two pad levels with the lower level being ;z approximately 27 ft, the existing level of the adjacent Penneys Store, and the upper level will be approximately 44-1/2 ft. The higher elevation C! will exist adjacent to the southern boundary of the Mall Shop and Sears and extend around the western edge of Sears. Retaining walls will separate the two levels. Maximum column loads to be expected in the building areas will be on the order of 250 kips and it is assumed that the construction will be either tilt up wall masonry or steel frame with . f� wall panels. The proposed' buildings will be surrounded with car parking, r access roads, and loading dock areas., For purposes of design, traffic r, rindexes of 3.0 for car parking areas, and 5.0 for access roads and 6.0 for truck lanes was assumed. WOODWARD-CLYDE CONSULTANTS SOMSYLTIMS SMSIMSSSS. 011OLWISTS AMS SMYISOMSI[MTAL SCISMTISTS Project No. 75-1/3 Page 3 1 Marron Road will be extended from its existing paved terminus along the south side of the project and will join Jefferson Street near an existing bridge. Two "notches" in the existing roadway embankment will be filled and a 5 ft diameter RCP storm drain will be installed in the roadway having a cover over the pipe ranging from 3 to 4 ft. The design traffic index for Marron Road as received from Shuirman, Rogoway & Associates is 7.5. FIELD INVESTIGATION A field investigation was performed at the site during the L; period between July 22 and August 19, 1975. The investigation included a review of previous studies, a visual reconnaissance of the site and the drilling of test borings to determine the subsurface soil conditions. Four 4-in. diameter rotary wash borings and nine 6-in. diameter, continuous M flight, truck -mounted, power auger test borings were made at the approximate locations "shown on the attached Site Plan, Fig. I. Two -in. diameter modified California drive samples, 3-in. diameter 2-1/2 ft long pitcher samples, t' and disturbed bags or -sack samples were obtained at representative depths in the borings. The drilling was done under the supervision of r an engineering geologist of our firm who prepared field boring logs on the basis of an examination of the samples secured and the excavated rmaterial. The Logs of Test Borings presented on Figs. 2 through 21 are �! based on an inspection of the samples in the laboratory, the laboratory E3 test results and on the field boring logs. The vertical position of - each sample secured is shown on the Logs of Test Borings. f' IVOODIVARD-CLYDE - CONSULTANTS Co"OUL 1MA IMAIMICAl, 69OLOGISTO AND CMr140NYlNTAL KI[MTI{T{ PLANS AND PREVIOUS SOIL REPORTS REVIEWED The test borings were located in the field with the aid of the previous mentioned Krumm and Sorenson plan provided us by Shuirman, Rogoway & Associates. Other plans reviewed include the City of Carlsbad topographic survey sheets applicable to the area, a plan entitled "Interim ` Grading Plans - Carlsbad" prepared by Shuirman,Rogoway and Associates, dated December 9, 1971, and a recent undated plan entitled "Plans and Profiles For Street Imprdvements of Marron Road" also prepared by rShuirman,Rogoway and Associates. A "Report of Foundation Investigation r Proposed Shopping Center El Camino Real near Vista Freeway, Carlsbad, California for Plaza Camino Real" prepared by Leroy Crandall and Associates, dated August 12, 1966, as well as two compaction reports, one of existing filling and one of settlement analysis (also prepared by Leroy Crandall [• and Associates) dated April 29, 1968 and February 3, 1972, respectively, r were also reviewed. A preliminary report for Hosp Grove area south and adjacent the Marron Road -prepared by Woodward -Clyde & Associates was utilized in our study of Marron Road. Compaction and settlement analysis reports concerning grading in the Marron Road area and prepared by Woodward-Gizienski & Associates, dated December 2, 1971 and September 10, 1972, respectively, also provided additional data. LABORATORY TESTS AND EVALUATION OF SOIL PARAMETERS The soils encountered in the test borings were visually classified and representative samples evaluated with the respect to strength and compressibility charcteristics, dry density, moisture content and swelling C WOODWARD-CLYDE CONSULTANTS CONSULTING IMGINIIGI. GIOLOGISTS AND IMVIGOMIGIMTAL KIINTISTS Project No. 75-173 Page 5 r characteristics. The visual classifications were substantiated by grain size analyses and the determination of plasticity characteristics on, representative samples of soils. The strength of the soils were estimated by 1 unconfined compression strength tests, a direct shear test, and by a consideration of the penetration resistance of the sampler, the geologic characteristics of the formational soils, and the water content and dry density of the samples. Compressibility characteristics were established by consolidation tests on representative samples, a consideration of the water content and -plasticity characteristics of the soils, and a study of settlement data on file. Swelling characteristics were estimated by loaded swell tests on both compacted and undisturbed samples and a M consideration of plasticity tests. Fill suitability tests, including a laboratory compaction test, grain size analyses, a direct shear test on rb a compacted sample and classification Tests, were performed on a sample e of near surface existing fill soil. The characteristics of anticipated subgrade soils for the various areas to be paved were determined by R- value and grain size analyses tests on representative samples. The results of tests on relatively undisturbed samples, except a for the consolidation tests and the loaded swell test, are shown with the penetration resistance of the sampler at the corresponding sample location on the Logs of Test Borings. The grain size distribution curves and the fill suitability tests are found on Figs. 22, 23 and 24, respectively. A chart of the plasticity characteristics and the results of a loaded swell test on a relatively undisturbed sample are presented on WOODWARD-CLYDE CONSULTANTS CONSULTIMO ENGINKIRS. OSOLOG.S19 AND IENVIAOMY(NTAL KISMTIST{ Project No. 75-173 - Page 6 r� r Figs. 25 and 26, respectively. The results of the consolidation tests are reported on Figs. 27 through 29. The R-value tests, which were performed by Testing Engineers, San Diego, are attached. SITE AND SOIL CONDITIONS General Site Location and Natural Setting The subject site is situated on reclaimed marshland in the Buena Vista lagoon area approximately 1 mile from the Pacific Ocean. The site is located relatively close to the southern boundary of the lagoon, where somewhat steep side slopes rise from the lagoon to an elevated terrace area several hundred feet above the lagoon surface. The elevation of the lagoon marshland prior to any site development ranged from 5 to 10 ft (MSL). Several relatively large natural ridges j rip extended in the lagoon having side slopes inclined on approximately 2 to 1. Tributary draws separate these ridges within the low level of the lagoon which extends into the tributary mouths. Relatively thick marsh vegetation covers undeveloped portions of the lagoon. Development History According to reports on file, the shopping center site was graded in phases with the first phase grading being done to accommodate the existing shopping center buildings. The first phase grading extended west into the area of the proposed expansion and generally consisted of the placing of fill over the marsh area and beyond the limits of the proposed Sears Store some 300 ft. The fill material was derived from the cutting of the nose of a prominent ridge extending into lagoon. c VIO0DWACD-CLYDE CONSUHANTS CONSULTING SM01M9IAl. OtOLOGIST{ AMA EMYIAOUNWKTAL $CIIMTIST{ Project No. 75-173 Pag 7 r Approximately 20 ft of fill was placed during this period. A second -L4 phase of grading was initiated closely following the first phase and V consisted of the placing of an excess of fill, to raise the existing fill grade to various pad heights in the area of the proposed Sears Store, and extending the fill out over the native marsh area encompassing the proposed parking area west of the Sears store and north of Marron Road. Settlement monuments were installed in the fill placed in the proposed parking area but not in the Sears store area. The Phase I grading was done during the period of July to October .1966_while the Phase II grading was done during the period of January and February, 1968. The compaction of the fills was observed and compaction tests were taken by Leroy Crandall and Associates. Reports of grading observations and compaction testing were issued on January 12 and April 29, 1968 for Phase I and II, respectively. e The area of Marron Road extension was graded during the period of May 27, and September 12, 1972, and consisted of the placing of fill !' t' from adjacent sources in the road right-of-way along the southern edge r1l of the lagoon. The fill was compacted and brought to the design road grade, and 10 ft of surcharge was placed over the road embankment. Two "notches" were left for drainage purposes in the embankment and surcharge at approximate Stations 35 and 46+50." (Reference stationing of new plans). The grading -observation and compaction testing were done by Woodward-Gizienski & Associates and reported on December 2, 1972. Settlement monuments were placed at several locations along the roadway; and readings were taken over a 1-112 year period. These monuments could not be located during our recent reconnaissance of the site. WOODWARD-CLYDE CONSULTANTS LOM{YLTIMO ■MCIM[([f. GLOLOOIST{ AMA {NYIAOWNS"TAL 1CIINTIOT1 11 40 L J rip C N 110 Existing Site Conditions At the time of our recent field work, the subject site appeared to be in the same general condition as at the time of final grading inspections in 1968 and 1972. In the Sears store area several pad levels exist at site elevations ranging from approximately 26 to 27 ft over the northern third of the store, 38 ft over the southern two-thirds and at the southwestern corner of the proposed building the existing elevation rises to an approximate elevation of 44 ft. (The pad elevations were estimated using pacing and hand level measurements with reference to available maps and no actual surveying was done). Fill banks with approximate 2 to 1 inclinations separate the various pad levels. The area of the Mall shops is currently occupied by an asphalt concrete parking lot ranging in elevation from approximately 27 ft, adjacent to the existing.Penneys Store,to 22 ft at the west edge of the parking lot. Some local pavement distress was noted. The proposed parking area extends west from the Sears and Mall shop area at an approximate elevation ranging from 26 to 44 ft, for a distance of approximately 300 ft, where a bank slopes down to a lower level, which extends from elevation 22 ft to elevation 16 ft at the extreme western portion of the proposed parking lot. The surface -of the fills in unpaved areas are covered by a sparse growth of native grasses and weeds, and some piles of dumped trash and rubble were scattered over the site. Animal burrows appeared to be numerous throughout. It was also noted that several of the fill slopes had developed erosion gullys, some on the order of 5 to 10 ft in depth. WOO DWARD-CLYDE CONSULTANTS CONSULTING 9N0IN99SS, GSOL001STS AND [NVIGONYSNTAL K:ANTISTG r Project No. 75-173 L` Page 9 r The fills and surcharges along Marron Road have developed erosion gullys and are generally covered by a sparse growth of weeds and w grasses. Some of the surcharge has been removed in the area of Stations 31+50 to 33+00 to accommodate the installation of a sanitary sewer, which extends east from the intersection of future Monroe Avenue and Marron Road (Station 33+20) along Marron Road and thence north across the -<r filled area to a trunk sewer located in the center of Buena Vista Lagoon. Subsurface Soil Conditions i Sears Department Store - The proposed Sears store is underlain by compacted fill ranging in depth from 15 to 34 ft. The fill appears to range from clayey and silty sand to silty and sandy clay and according 0 to reports, has been compacted to an indicated minimum relative compaction of 90% of ASTM-D 1557-66T (modified to three layers in lieu of five). The re upper layers of the fill appear to be primarily clayey sand to lean N sandy clay, which has been classified as low to moderately expansive in nature having a potential swell between 3 and 6 percent under a surcharge load of 160 psf. Modified penetration values throughout the fill range r from 16 to 28 percent with an average on the order of 21 ft. Water contents ranged from 21 to 26 percent, with an average 23 percent. Dry densities were on the order of 123 pcf. Underlying the fill soils over most of the building area were found bay and/or estuarine deposits consisting of soft to stiff silty and sandy clay with minor clayey silt interbedded with layers and lenses of silty to clayey sand and local layers of clean sand and gravel. WOODWARD-CLYDE CONSULTANTS CONSUL71M4 CMOir CtS,, 6(OLOQICT! ANO tNY1R0N"9"TAL KMMT#STS Project No. 75-173 fags 10 rl i These deposits range from 0 at the southeast corner to somewhat over 100 .,, ft at the northwest corner. In general, two zones of the bay deposits were recognized. 'An upper approximate 25 ft zone composed primarily of clayey soils having -water contents from 22 to 65 percent, with an average on the order of 40 percent. Dry densities ranged from 55 to 105 pcf, with an average on the order of 90 pcf. A lower layer, below approximately 25 ft,is composed primarily of sandy soils having moisture contents ranging from 21 to 32 percent, with an average of 25 percent. Dry densities ranged from 83 to 112 pcf with an average on the order of 100 pcf. Unconfined strengths of the clayey portions of the bay deposits averaged on the order of 1,200 to 1,500 pcf in the upper layer, to 1,700 to.3,500 pcf for the lower layer. Modified penetration -values averaged from 9 to 19 blows per foot for.the upper and lower layers, respectively. Underlying the southeast corner of the store, and the bay e deposits at'depth, is found very dense and hard silty clay and silty to clayey sand similar to materials found in local formational sedimentary deposits of Tertiary age. Geologically the materials would be considered poorly to moderately indurated.claystone and sandstone. Mall Sho sL - Test borings made in the area of the mall shops —9 indicate that this area is underlain by 0 to approximately 20 ft of compacted fill similar to that found in the Sears store area. The fill is underlain by hard silty clay and very dense clayey sand of the Tertiary sediments. Penetration values in the compacted fill were similar to those encountered in the area of the Sears store. In Boring-10, approximately W00DWARD-CLYDE CO11SUHANTS CONSYLTINO ["OINK[!{, 6904. pISVS ANN [NVISONINGNTAL "IENTIOTO Project No. 75-173 r 20 ft of compacted fill was encountered underlain -by relatively clean medium dense alluvial sands, to a depth of approximately 30 ft,where Tertiary sediments were encountered. According to cross sections drawn II through this area and based on available maps, this should have been an • area of approximately 15 ft of cut. Based primarily on the presence of alluvial soils, it is our opinion that this area was probably a narrow local drainage gully,not expressed in topographic maps,which was also subsequently filled. No potentially compressible bay deposits were E encountered in the shops area; however, it is possible that they may infringe slightly into the area on the northwest and northeast corners. T Parking Lot Areas.- The proposed parking areas surrounding the Sears and mall shops are underlain by Tertiary sediments, in the southeast reportions of the site, and compacted fill, bay deposits then Tertiary sediments over the.western and northern portions of the site. The e ' Tertiary sediments appear to be similar to those previously described. The compacted fill ranges in thickness from 11 to 35 ft, and is composed of materials similar to those previously described. Visual observations, previous reports and laboratory tests indicate that the soils at or near finish grade range from silty clay to clayey sand having R-value strengths ranging from 5 to 25. Marron Road - The proposed Marron Road extension is currently covered by a surcharge fill, which is underlain by compacted fill, bay Page 11 deposits and Tertiary sediments at depth. The thicknesses and distribution of various materials are somewhat variable along the alignment. From WOODWARD-CLYDE CONSULTANTS CONSULTING [NO/Nf[11f. &[OIOCISTC AND 9"WISONSIKHTAL SCICNTISrS Project No. 75-173 Page 12 f; r the beginning of the section, approximate Station 19+00 to Station 31+50 ±: the alignment is underlain by 0 to approximately 5 ft of compacted fill which is underlain by Tertiary sediments. From Station approximate 31+50 to 36+00 thealignment ig ment crosses a tributary draw extending to the south. With the exception of a relatively narrow notch, at Station 35+00, the soils here consist of 10 ft of surcharge underlain by approximately 15 ft of compacted fill underlain inturn by bay deposits with a maximum thickness on the order of 80 ft. The bay deposits are underlain at depth by Tertiary sediments. From approximate Station 36+00 to Station 38+00 the alignment is underlain by approximately 10 ft of surcharge and 0 to 5 ft of compacted fill, which is underlain inturn by Tertiary sediments. From approximate Station 38+00 to Station 41+00, 10 ft of surcharge is underlain by 0 to 10 ft of compacted fill, 10 to 40 ft of bayre de osis d p is an then Tertiary sediments. From Stations 41+00 to 44+00, conditions similar to those encountered between Stations 36+00 and 38+00 are present,. In the final section from Station 44+00 to the end of the alignment, the roadway enters into the deeper parts of the lagoon, and except for a drainage "notch" at Station 46+50, the soils encountered are approximately 10 ft of surcharge, underlain by approximately 10 ft of compacted fill, up to 100 ft of bay deposits and then Tertiary sediments. 1- Records indicate that the surcharge was placed in work -like manner; however, no compaction tests were taken to indicate the degree li of compaction. The compacted fill beneath the surcharge was compacted PE to a minimum of 90% relative density, as compared to D 1557-70. The 0 WOODWARD -CLYDE CONSULTANTS CO.SWLTIMO IMOINKRAt. GROLOOIST{ AMA &MVIAOunIMTA1 KIaMT1MT{ Project No. 75-173 i Page 13 ri upper zones of the fill appeared to be generally granular in nature; however, there is no -indication that special effort was made to provide rl special select soils at finish grade. A previous test boring indicates the bay deposits at the tributary crossing are similar,in regard tp soil- r! classification, thickness of various layers and soil parameters,to bay deposits in other parts of the lagoon. Similarly, the Tertiary deposits r- `� are expected to consist of poorly to moderately indurated claystone and w sandstone. Test borings indicate that the groundwater level over most of the shopping center site is slightly higher than the assigned level of P the lagoon. Groundwater levels in the stores were measured at'approximate roelevations ranging-from.10 to 15 ft (MSL). Along Marron Road in the area of the tributary,groundwater, as -indicated by previous borings, is at approximate elevation 5 ft. • N �! SUMMARY OF FINDINGS, DISCUSSION AND CONCLUSIONS U 0 Sears Store FThe proposed Sears store occupies an area that is characterized by four different level pad areas at elevations of approximately 22 ft, 27 ft, 38 ft and 44 ft. The subsurface soil conditions are also variable rconsisting of 15 to 35 ft of compacted fill underlain by 0 to over 100 ft of potentially compressible bay.deposits which are underlain at depth rby poorly to moderately indurated Tertiary sediments; the latter soils underlay the extreme southeast corner of the site at a relatively shallow pime directly beneath the fill. WOODWARD•CLYDE CONSULTANTS C"GUITINY 8"GINE[Rt. 650IOOIST6 AN* [NYIRONNINTAL SCiCNTIST• Project No. 75-173 Page 14 In regard to the grading of the building area, it appears that the grade changes will range from 10 ft of excavation to as much as 18 ft of fill adjacent to the western boundary of the site. The effective overall uniform building loads on the underlying compressible soils are assumed to -be the equivalent of approximately 3 to 4 ft of fill. An examination of settlement curves from the monuments placed in the adjacent proposed parking area indicates that most of the settlement has taken place under the existing fill loads. The anticipated settlements under the new loading conditions are expected to range from a few inches, to as much as 12 in. total and differential primary settlement. These types of settlements are generally not tolerable in construction of the proposed store. It is our opinion that pile foundations and/or subsoil stabilization by surcharging could be employed to minimize the estimated differential settlements. For preliminary consideration, it is anticipated that piles having lengths from 50 to 130 ft will be required. It is our opinion that piles most suitable for use in this case would include steel N-beam concrete filled pipe or a combination pipe and step taper type piles. Individual pile capacities ranging from 50 to 100 tons are anticipated. Minor surcharging for fill and floor loads will generally be required in order to minimize differential settlements. Surcharges ranging from 5 to 10 ft in height over a period of 12 months should be considered for preliminary estimates. In order -to minimize differential settlements, and in order to utilize spread footing foundations, it is our opinion that stabilization WOODIVARD-CLYDE CONSULTANTS CON{YITINO 6NOOM9909, O[OLOO1{TO ANO [NYItONr909TAI OC.INTIOT/ 0 NruJect No. 75-173 Pa9c 15 rie of the soft subsoils by surcharging could be used. Surcharge heights ranging from 5 to 20 ft of variable geometry across the building area would be necessary and loading periods would generally range from 12 to 18 months. Residual differential settlement over periods of 5 and 20 years are estimated to be on the order of 1 to 2 in. after completion of a suitable surcharge stabilization. A preliminary evaluation of the bay deposits underlying the subject building site indicate that liquefaction of the soils could occur under large seismic shocks. This could result in additional settlement of structures on spread. footings or large lateral loads on piles. A study of this condition is beyond the scope of our present investigation, but we are available to discuss this condition if such an analysis is desired. Mall Shops The mall shops area is generally underlain by relatively competent soils consisting of compacted fill and Tertiary sediments. As indicated previously, the upper Tayers of these soils are generally granular in nature, but may be slightly expansive requiring either undercutting and replacement with nonexpansive soils, or reinforcing of slabs and footings. The northeast and northwest corners of the mall shops may be underlain by minor zones of bay deposits and some special consideration may be required in these areas. It is anticipated that 0 to 5 ft of new compacted fill will be placed in the area of the shops. Some excavation may be required along the southern edge of the shops where a fill slope currently exists. WOOD►VAfD-CLYDE CONSULUMTS COk%ULTIMO 9N01m&g*5. OIOLOOIST• AND [M VIfOM■C.lT/1L KI[.ITI{TZ Project No. 75-173 Page 16 t► r A& No grade change is anticipated at the northeast corner; more over records indicate.that this area was surcharged previously for adjacent existing structures. The northwest corner however may receive up to 5 ft of fill and a minimum surcharge may be in order to stabilize the subsoil. It is our opinion that the proposed mall shops may generally be founded on conventional spread and continuous footings founded at depths of approximately 24 in. in properly compacted suitably select fill. Parking Areas,Access Roads and Loading Dock Areas Areas to be paved are generally underlain by compacted fill primarily composed of clayey sand materials; in some areas, however, patches of silty to sandy clay may be encountered at grade. Since actual grades are unknown at this time, a range of anticipated subgrade ® soil conditions was -identified and the corresponding strength and classification characteristics established. The results of laboratory tests performed for this investigation -and our experience in the areas around the subject project, indicate that materials similar to those of the subject site have R-values ranging from 5 to 25. In loading dock areas where relatively heavy trucks may be parked for extended length of time, PCC pavements may be more suitable than flexible asphalt concrete pavements. Marron Road To reiterate, the soil conditions along the Marron Road alignment range from surcharge fill areas overlying bay deposits with relatively PE competent Tertiary sediments at depth, to compacted fill overlying WOO DWARD•CLYDE CONSULTANTS CONDULTIMO [MOIM[t\S. O[OLOOISTO AMO CMVIOOMr(MTAL OCI[MTIOTO Froject No. 75-173 E Page 17 Tertiary sediments; these latter conditions constitute relatively unyielding areas. A review of previous reports issued on the performance of the surcharge indicate that most of the design settlement under the permanent fill loads placed along the alignment has taken place. Additional settlement will take place upon addition of the fill load in the unload - "notch" areas. Settlements on the order of 8 to 10 in. (total and differential) are estimated. The proposed storm drain will, to our understanding, be placed along the proposed road alignment and will be constructed of reinforced concrete pipe_. It is anticipated that the pipe will settle with the fill in the previously indicated "notch" areas. RECOMMENDATIONS Building Areas - Site Gradin • - Q 4 i (1) It is recommended that the site be cleared of vegetation and piles of trash and rubble. Soil and rubble may be incorporated into fills below a depth of 2 ft outside building and utility areas providing the rubble is broken down into pieces no larger than 24 in. in maximum C' dimension. All vegetation and perishable material should be disposed of offsite. ri (2) Prior -to placing any new fills or foundations, it is rrecommended that the upper 12 in. of rough grade be scarified, watered or dried as required, and compacted to a minimum relative compaction of 90 percent as compared to laboratory compaction ASTM D-1557-70. All loose piles of soil fill should be excavated, properly prepared, replaced and compacted in accordance with the specifications. 0 WOODWARD-CLYDE CONSULTANTS t OYSVLTIMS SMS/Naga{, SSOLOOISTS SMS 1VMVIQ0MM9NTAL SCIfKTIi TS Project No. 75-173 rl r (3) It is recommended that any highly expansive soils existing in building areas be excavated from the upper 3 ft of rough grade and replaced with properly compacted suitably select soils. Suitably select soils are defined as those having a potential swell of less than 6 percent under a surcharge load of 160 psf under saturated conditions, at least 40 percent passing a No. 4 sieve size and a maximum size of 6 in. Similarily, the upper 3 ft of any design fills placed in the building areas should be composed of properly compacted suitably select soil. Highly expansive clay soils, that is, those swelling more than 6 percent, may be placed and properly compacted in deeper.portions of the fills. The building area is defined as the outline of the structure plus a minimum distance of 5 ft outside the structure limits. Areas requiring iio undercutting will be -determined in the field by the soil engineer at the time of grading. It will be necessary to excavate shallow pits at rough e pad grade during the initial stages of grading in order to determine actual limits of highly expansive clay soils. (4) It is recommended that all loose material be removed from w erosion gullies in any fill slopes that are to remain and the area properly prepared and filled with properly compacted soil as a part of the grading operation. (5) It is recommended that all earthworking on the site be done in accordance with the attached "Specifications for Controlled Fill". Grading at the site should be observed and compacted fills tested by Woodward -Clyde Consultants. c; C i U 0 WOODWARD-CLYDE C011SULTANITS L'pM{uiTIMG [MOIN[tOf, 62OLOG1fTf AND [MVIM0MM[NT4l KI[MTItT{ Project No. 75-173 Page 19 r it I ro r Building Areas — Surcharge Design (1) =For- preliminary designs, it is recommended that the heights and -general limits of surcharges illustrated in the sketch below be considered. 10' min. IL— 200' ---_ _ rz 0' min, EL. 64 { .mil • 44 I EL. 3C1 10' min. I. 0 10', min' 12.ifi. I' "' VALL=SHOPS 00' EL.50'� J_ f`� �in. SKETCH -NO SCALE This surcharge design is based on certain preliminary assumptions in regard to existing and proposed grade and building loads. Final surcharge configuration should be determined when this data is more rfirmly established. E(2) It is recommended that the surcharge fills be compacted to a minimum 85 percent relative compaction and that they be placed 9 i Y WOO DWARD-CLYDE CONSULTANTS CONSULTING 9MOIM[CR{, CCOLOOI{TS AM• RMYIROMRI•MTAL KICMTIRTS Project No. 75-173 Page 20 in a workmanlike manner. Surcharge side slopes should in general be no steeper than 1-1/2 to l .(horizontal to vertical). (3) Approximately 6 to 8 settlement monuments should be placed in the building area prior to placing any fill and the settlements recorded by a licensed surveyor on a weekly basis during grading and for the first one or two months upon completion of grading; readings may be made monthly thereafter.. The location of the -settlement monuments will be determined in the field at the time of grading. (4) It is estimated that the surcharge period should not exceed 18 months. Settlement readings should be forwarded to Woodward - Clyde Consultants for periodic analyses so that the actual date of removal can be established from this data.-- (5) Upon removal of surcharges and excavation to finish rough grade, the surfaces exposed should be scarified to a depth of 12 in., watered as required, and compacted to a minimum 90 percent relative compaction in accordance with earthwork specifications. Foundation Design - Sears Store (1) Conventional spread or continuous footings founded in a properly compacted suitably select fill, which is underlain by stabilized subsoils or dense suitably select natural formational soils, may be designed for an allowable soil bearing pressure of 4000 psf at a minimum depth of 24 in. below compacted or rough pad grade. All footings should have a minimum width of 18 in. A one-third increase of the bearing, pressure may be used for loads that include wind forces only No increase is allowed for seismic forces. WOODVIARD -CLYDE CONSULTANTS CONSULTIM6 INCIM[C■/- "040*09TS •N* 9-NowmaxTAI scsawTHT{ Project No. ib-173 r'a41 • It is estimated that long term secondary differential settlements on the order of 1 to 2 in. over a period of 5 to 20 years, should be anticipated across the building following soil stabilization. A more detailed estimate of those settlements will be made upon completion of the surcharge stabilization. (2) It is -recommended that all continuous wall footings reinforced and interior slabs -on -grade be reinforced and underlain with base material in accordance with Paragraph 2, Section Foundation Design Mall Shops. (3) The design recommendations for resisting lateral forces are presented in Paragraph 3 under Foundation Design -Mall Shops. Foundation Design-_14all Shops Area (1) Conventional spread or continuous footings founded in properly compacted suitably select fill or dense suitably select natural formational soils may be designed for allowable soil bearing pressures of 4000 psf at a minimum depth off2244 in. below compacted or rough pad grade. All footings should have a minimum width of__1_D._in. A one-third increase-.�.� the .bearing pressure may be used for loads that or seismic forces. 'It is estimated that total and differential settlement under anticipated building loads in this area will be 1 in. and 1/2 in., �j respectively. t' (2) It is recommended that all continuous footings be reinforced with a minimum one No. 4 bar top and bottom. The interior concrete slabs -on -grade should be a minimum 4 in. in thickness and should be reinforced with 6x6, 10/10 flat welded wire mesh placed at the midpoint C WO0DIVA RD-CLYDE CONSULTANTS CONSULTING CMOINSS\S. O.SOLOGIS IS AND SNYISOMSICNTAL SCIENTIST• Project No. 75-173 Page 22 ri I r 1� rJ of the slab. The slab should be underlain by a minimum 4 in. of coarse sand, crushed rock or.gravel. -A—plastic membrane should be supplied _ beneath the slab wherever floor coverings are sensitive to moisture. (3) In order to resist lateral forces, friction between the base of the footing and the underlying soil or passive resistance of the soil adjacent to the footing or a combination friction and passive resistance may be utilized. If friction alone is used, an allowable friction value of .4 may be applied to designs. An allowable passive fluid weight of 300 pcf may be used for passive resistance. If passive and friction is used together, a reduced friction value of 25 thrn,ld he emaloved Building Areas -Retaining Wall Design (1) For the design of cantilevered retaining walls, it is recommended that an equivalent fluid weight of 45 pcf be used to determine lateral earth pressures. For this condition, it is assumed that suitable select on -site granular soil will be used for backfill and the backfill will have a level surface. For basement type walls that are partially restrained from movement at the top, it is recommended that an additional uniform horizontal pressure of 100 psf be employed. If any other conditions or surcharge loads such as footings or vehicles are anticipated, we should be advised so.that additional recommendations can be provided for design. (2) For the design of retaining wall footings, the soil parameters previously established for the Mall shops and Sears store in regard to allowable bearing and lateral resistance, may be utilized. IYOODWARD-CLYDE CONSULTANTS CONSULTlwa [waiwl(•s, G&CLOalsTs AND 9"VIAawrawTAL K19RT1a Ts Project No. 75-1i3 E - Page 23 r (3) It is recommended that all retaining walls be properly drained or the walls should be designed to withstand hydrostatic pressures. A typical drain installation and specification is attached for your information. - Building Areas - Pavements (1) It is'recommended that all areas to be paved around buildings be generally cleared of vegetation and debris and that the upper 12 in. of subgrade in areas to receive asphalt concrete pavements be scarified to a depth of-12 in., watered as required, and compacted to a minimum relative compaction of 95 percent as compared to ASTM D-1557- µ# 70 laboratory compaction. (2) In the case of loading dock 'areas, it is recommended that the upper 12 in. of subgrade be composed of properly compacted nonexpansive granular soils compacted to a minimum relative compaction of 95 percent. C Nonexpansive soils are defined as those select materials swelling less _ than 3 percent under a surcharge load of 160 psf under saturated conditions. Where shallow cuts or fills are made or where no grade changes F are made, it may be necessary to undercut expansive soils and replace them with nonexpansive material. The areas requiring this treatment rwill be determined in'the field at time of grading. (3) For preliminary pavement design, it is recommended that the following table be considered. s WOODWARD-CLYDE CONSULTANTS CONSULTING CMOIMCCA{, 4*0LOO1LTt AMO ENVIAOMM(NTAL KICK IOTA �r r.. Project No. 75-173 Use Desi n R-value - 5 Car parking and. A.C. Base Des! n. R value = 20 traffic A-C. Base Access roads 2 6 2 Truck lanes 2-1/2 11 4 2-1/2 Loading docks 3 14.5 8 3 - 6.inches of select PCC CC pavement 10.5 placed over compacted The above '-• table is based on at subgrade could r � the assumption that soil ange from Silty clay conditions and to clayey sand Clay soils are excavated S0�]s• If the replaced upper 12 in. of replaced - -With granular materials in .the grade, the higher R-value design may be r final analyses, realized in (4) It .is recommended that th base materials a asphalt concrete conform to the State paving and 1973 °f"California Standard S Addition. The asphalt Specifications concrete should conform to Section 39-.04 and the material should be Cass Ij aggregate base in accordance 1.021B, with Marron Road It is recommended I that the existing 9 surcharge gullies e e s b 9 �n Permanent be removed, " R embankment side slopes be cleaned of i loose material, properly prepared and filed with properly compacted soil and all slapeS be backro)led t r o compact the surface. (2) It is recommended that in areas Placed along the alignment, where new fills are gnment, the surface be to be Properly prepared and compacted i Pe Project No. 75-173 Page 25 L and the fills placed and compacted in accordance with the attached earthwork specifications. The grading should be observed and compacted rifills tested by Woodward -Clyde Consultants. (3) In the area between the approximate Stations 36+50 to rStation 47+50, the current road alignment and proposed finish grade extends up into the overlying surcharge. It is recommended that in these areas and any other similar areas, the fills be excavated to a minimum depth -of 1 ft below the old finish grade, the area prepared and the fill replaced and compacted in accordance with the specifications. (4) It is recommended that the "notches" in the area of Station 35+00 and the area at the end of the roadway alignment be cleaned of loose material, properly prepared and filled with properly compacted soil. These areas 'should be surcharged with a minimum 15 ft high fill ro for as long a period as possible to help minimize future settlements. e The top of the surcharge should extend a minimum distance of 10 ft beyond the permanent fill toe on either side of the roadway embankment and for a minimum distance of 20 ft on either side of the notch in a direction of the road alignment. One or two settlement monuments should be placed in the surcharge at each location and read on a weekly basis for the first one or.two months and monthly thereafter. The readings should be provided to Woodward -Clyde Consultants for periodic analyses. An estimate of remaining settlement will be made when it is decided to r remove the surcharge. s WOO DViARD-CLYDE CONSULTANTS COMEULTIMO CMOIMCRRt, R[OIOOIRTR AND RMVIROMRI[MTAL RLtaMTIRTI Project No. 75-173 page- L5 (5) It is recommended that the upper 12 in. of subgrade throughout the alignment be composed of suitably select suil compacted to a minimum relative compaction of 95 percent as compared to ASTM D- 1557-70. In order to accomplish this, it may be necessary to excavate highly expansive clay soils to a depth of 12 in. below sugrade surface and replace them with suitably select material. The areas of subgrade requiring this treatment will be determined in the field at the time of grading. Suitably select soil has been defined previously in Paragraph 3 under Building Areas - Site Gradin . (6) For preliminary consideration, a_pavement section consisting of 3-1/2 in. of asphalt concrete placed over 14-1/2 in. of base material is recommended. This section assumes a design R-value of 20, a traffic index of 7.5, and a general 20 year life. (7) It is recommended that the asphalt concrete and base materials conform to the specifications outlined in Paragraph 4 under Building Areas - Pavements. T (8) It is recommended that the proposed storm drain interceptor be located as far south in the roadway alignment as possible. It should be anticipated that some special treatment of the drain will be required in the "notch" areas noted above. This may include raising of the drain at some later date. WOODWARD-CLYDE CONSULTANTS COMIWLTIMO CMOIM(CAD. DIOLOOI{TD AND CNTIAOMDICNTAL SCIENTISTS Project No. 75-1.73 1'agu 27 r General Recommendations (1) It is recommended that additional studies be made.as required when plans are further developed. Final recommendations for 11 foundations for the Sears store, either piles or surcharging, can be presented in addendum reports. If a pile foundation is chosen, additional test borings will be necessary in order to estimate the pile lengths. (2) It is recommended that bloodward-Clyde Consultants review all grading and foundatiq�.plans_ prior to finalizing. Additional �.�.._._-----.� _....r analyses and recommendations,., _,as required,, may -be presented _in addendum reports. (3) It is recommended that prebid and preconstruction r . conferences be held with the owner, architect, civil engineer, contractor to or contractors and the soil engineer in attendance. Any questions In regarding special soil handling or -foundations may be answered at that time. LIMITATIONS The.conclusions and recommendations made in this report are based on the assumption that the soil conditions do not deviate appreciably from those disclosed by the test borings. If variations are encountered during construction, we should be notified so that we may make supplemental recommendations, if this should be required. Evaluation and utilization of soil materials and rock formations for support of structures includes investigation of the WOODNlARD-CLYDE CONSULTANTS GON{OLTINY BNQJNKIQS, Of OLOOI{T/ AND [NVIRONft(NTAL SCll NTIST{ r r, M ri L Project No. 75-173 subsurface conditions, analysis, formulation of recommendations, and inspection during grading. The soil investigation is not completed until the soil engineer has been able to examine the si_Qi.,afld r ck in excavations or cut slopes so that he can „make the necessa.U„modifications,_if needed. Wve_emphasize the imoortance of the soil engineer continuing his services throu4h the inspection of grading, include- cons truction.o__fiJ]s ancL foundation excavations. Page 28 0 WOODWARD-CLYDE CONSULTANTS COMaVLTIMG CMGIMCCMC. YCOLOCICTC AMA CMVICOMMCMTCL KI[MTI{T5 b Location Boring Number Elevation DEPTH F ET I TEST DATAIN OTHER TESTS SAMPLE NUMBER S O IL DESCRIPTION -M-C 'Do •13C 12 110 65 1 2 Very dense, damp, brown silty sand (SM) SZ WATER LEVEL At time of drilling or as indicated. SOIL CLASSIFICATION Soil Classifications are based on the Unified Soil Classification System and include color, moisture and consistency. Field descriptions have been modified to reflect results of laboratory analyses where appropriate. DISTURBED SAMPLE LOCATION Obtained by collecting the auger cuttings in a plastic or cloth bag. UNDISTURBED SAMPLE LOCATION MODIFIED CALIFORNIA SAMPLER Sample with recorded blows per foot was obtained with a Modified California drive sampler (7' inside diameter, 2.5" outside diameter) lined with sample tubes. The sampler was driven into the soil at the bottom of the hole with a 140 pound hammer falling 30 inches. INDICATES SAMPLE TESTED FOR OTHER PROPERTIES GS — Grain Size Distribution CT — Consolidation Test LC— Laboratory Compaction UCS — Unconfined Compression Test Test PI — Atterberg Limits Test DS— Direct Shear Test ST — Loaded Swell Test TX— Triaxial Compression Test CC— Confined Compression Test NOTE: In this column the results of these tests may be recorded where applicable, BLOW COUNT Number of blows needed to advance sampler one foot or as indicated. DRY DENSITY Pounds per Cubic Foot MOISTURE CONTENT Percent of Dry Weight NOTES ON FIELD INVESTIGATION 1, REFUSAL indicates the inability to extend excavation, practically, with equipment boing used in the investigation, KEY TO LOGS PLAZA CAMI140 REAL DRAWN HY: ALS I CHECKED 13Y:'4r;G:S' PROJECT NO: 75_1 73 OATE: 9_2_75 FIGURE NO: 2 a WOOOWARD-CLYDE CONSULTANTS r r so Boring 1 DEPTH FEET TEST DATA *OTHER TESTS SAMPLEIN NUMBER SOIL DESCRIPTION -MC -DD -BC t' 5 21 103 18 _ 10 26 21 15 16 r6 20 C 34 82 GS,PI' 25 i CT Ell 30 21 105 9 r 35 — -- ri -For description of symbols, see Figure 2. Compacted, damp, brown clayey sand FILL ' 1-1. N Compacted, damp, dark gray silty clay with silty sand zones 1-2 FILL 1-3 ee co scattered gravel and rubble �o Firm, saturated, very dark gray silty clay 1-4 (CH) Loose, saturated,, brown silty sand with 1-5 interbedded sandy clay (SM-CL) Firm, saturated, dark gray silty clay (CH) _ with thin interbeds of silty fine sand Continued on next page LOG OF TEST BORING 1 PLAZA CAMI140 REAL DRkLyN BY: ALS CHECKED BY:l'`L PROJECT NO: ]5-1 ]3 DATE: g_2_]5 FIGURE NO: 3 WOOD►' ARD-CLYDE CONSULTANTS r r we OIL DESCRIPTION Boring 1, continued Firm, saturated, dark gray silty clay (CH) with thin 'interbeds of silty fine sand DEPTH TEST DATA -OTHER SAMPLE S 40 - 45 50 ro 55 - 60 - r r r 1 44 1 77 '1 .4 -1 GS,PIj 1-•6. a 36 8 9 1-7 1 1-8 Firm, saturated, dark gray silty clay (CL) to loose, saturated, gray silty to clayey sand (SM-SC) 1-9 P Very dense, saturated, gray fine to medium 1-10 sand (SP) P Medium dense, saturated, gray to light olive gray clayey fine sand (SC) to stiff, sandy — clay (CL) Continued on next page *For description of symbols, see Figure 2 LOG OF TEST BORING 1 PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED BY: PROJECT NO: 75-1 73 DATE: 9 - 2 - 7 5 FIGURE NO: 4 %YOODWhRD-CLYDE CONSULTANTS DEPTH IN TEST DATA *OTHER SAMPLE SOIL DESCRIPTION -MC -DD -BC FEET TESTS NUMBER 26 65 1 24 W 75 20 1-11 Medium dense, saturated, ray to light olive gray clayey fine sand (SC to stiff, sandy clay (CL) 18. UCS= 1-12 3500 Stiff to very stiff saturated dark ra 27 -For description of symbols, see Figure 2 > 9 Y silty clay (CH) Medium dense, saturated, gray silty medium 1-13 to fine sand (SM) Medium dense, saturated, light olive gray clayey medium to fine sand (SC) sand Bottom of Hole LOG OF TEST BORING 1 PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE NO: S VYOODWARD-CLYDE CONSULTANTS i Borina 2 DEPTH FEET TEST DATA *OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION 'MC !*Do •BC IN ri 10 L I� 15 NO 20 24 C - C 25 r 30 65 I' 35 — -For description o 103 55 1 22 1 Compacted, damp, brown clayey sand FILL Compacted, damp, brown silty to sandy clay with clayey sand interbeds FILL sand Compacted, saturated, brown silty sand 2-1 FILL gravel Firm, saturated, dark gray silty clay (CH) with organic material brown CT 2-2 Firm, saturated, gray to dark gray fine sandy clay (CH) to loose, silty to clayey sand (SM-SC) Continued on next page I 1 I >ols, see Figure 2. LOG OF TEST BORING 2 PLAZA CAMINO REAL DRAWN QY: ALS CHECKED BY: �' �� iROJECT NO: ]5_� �3 DATE: 9_2_75 FIGURENO: Wnnnt -APn_ri YnF 1 n•'otll TAPTS ri r Boring 2, continued SOIL DESCRIPTION ' DEPTH �N FEET TEST DATA *OTHER TESTS SAMPLE NUMBER I `MC I •DD •BC r' r 40 - 45 - t' 50 - ro 55 - 60 - r 65 - 70 Vie Aft - 33 91 2-3 24 103 21 1 24 1 UCS-- 2500 •For description of symbols. see Figure 2 Firm, saturated, gray to dark gray fine sandy clay (CH) to loose, silty to clayey N sand (SM-SC) Medium dense, saturated, gray silty fine sand (SM) 2-4 Stiff, saturated, dark gray sandy clay to clayey sand (CH -SC) 2-5 Medium dense, saturated, gray clayey sand (SC) -17 Continued on next page LOG OF TEST BORBG 2 .PLAZA CAMI40 REAL DRAWN BY: ALS I CHECKED BY: G.0 PROJECT NO: 75-1 73 QATE: 9-2-75 FIGURE NO: 7 WOODWARD-CLYDE CONSULTANTS r r w n r r E1 re C r r M Boring 2, continued DEPTH FIN EET TEST DATA *OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION 'MC •DD -BC 19 1 ` 23 75 - 2-6 Medium dense, saturated, gray clayey sand (SC) Dense, saturated, gray silty sand (SM) ravel Stiff, saturated, gray silty.clay with interbedded clayey sand (CH) with organic material $0 - 33 1 1 16 1 CT,PI 2-7 E:1•M a 95 - 100 - 102 Medium dense, saturated, gray clayey sand (SC) a 'o - �!' — scattered fine well rounded gravel - a D 39 83 15 UCS= 2-8 1700 some interbeds of sandy to clayey silt (ML) interbeds of silty clay (CL) 30 94 15 -GS,PI 2-9 t -.J 1 ' 1 I 1 • For description of symbols, see Figure 2 Bottom of Hole LOG OF TEST BORING 2 PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: PROJECT No: 75-1 73 DATE: 9-2-75 FIGURE No: 8 WOODWARD-CLYDE COMSULTANTS r r Boring 3 SAMPLE SOIL DESCRIPTION NUMBER Compacted,. damp, light brown silty fine sand o scattered medium gravel 3-1 f FILL DEPTH IN FEET TEST DATA •OTHER TESTS I 'MC •Do •BCI !' 5 - 10 - 4 L1 . 15 - 20 - e r 25 - V. 30 - r r r 'For de. 22 1 25 20 22 22 21 23 �cription A s rnb Y >Is. see I igure 2 3-2 3-3 Compacted, damp, dark gray to black silty clay 3-4 FILL Compacted, moist, brown clayey fine sand 3-5 t FILL — — Compacted, moist, brown silty sand FILL Continued on next page LOG OF TEST BORING 3 PLAZA CAMItdO REAL DRAWN DY: ALS I CHECKED BY: PROJECT NO: 75-1 ]3 DATE: 9-2-75 FIGURE NO: 9 wnnnw."_Rn.m Y^F MIJI I Tl!HTS Boring 3, continued DEPTH TEST DATA 'OTHER SAMPLE SOIL DESCRIPTION 'MC •DD •gG FIN EET TESTS NUMBER • mn 35 1 37 ( 1 8 1 13-7 40 31 93 7 1200 3-8 200 1. 45 1 41 1 1 8 50 22 105 1 16 52 Compacted, moist, brown silty sand FILL Firm, saturated, gray -brown silty clay (CH) with roots and organic matter Very loose, saturated, gray sand (SP) 3-9 Firm, saturated, dark gray silty to sandy clay (CH) Medium dense, saturated, gray silty sand with interbedded clayey sand (SM-SC) 3-10 } Bottom of Hole 'For description of symbols, see F iWre 2 LOG OF TEST BORING 3 PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: V1, *� PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE NO: 10 WOODWARD-CLYDE CONSULTANTS r r k�. r r t re F r r r Boring 4 DEPTH TEST DATA •OTHER SAMPLE SOIL DESCRIPTION -MC I `DD •BC FEET TESTS NUMBER 15 20 GS,S1 5 22 10 18 15 GS,P1 12 114 50 UCS= 19 -4500 *For description of symbols, see Figure 2 LOG OF TEST BORING 4 PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: �;it, PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE ffO: wr)nnVARr-Cl.YOF rnllSllt.TAIJTS Borinq 5 DEPTH TEST TA I -OTHER SAMPLEIN SOIL DESCRIPTION -BC FEET ['M-DDDA TESTS NUMBER 5 10 15 20 25 -a - 5-1 5-2 5-3 5-4 5-5 'For description of symbols, see Figure 2. LOG OF TEST BORING 5 PLAZA CAMINO REAL DRAWN 13Y: ALS I CHECKED BY: "4c; j PROJECT NO: 75-1 73 DATE: 9_?-75 FIGURE 140: 12 WOODWARD-CLYDE C01USULTANTS [j r 5-6 30 27 5-7 n 35 23 5-8 40 34 5-9 1 28 5-10 e 45 42 5-11 C 34 5-12 29 5-13 4 39 5-14 52 �.9 r r l 'For description of symbols, see Figure 2. Boring 5, continued DEPTH IN FEET TEST DATA *OTHER TESTS SAMPLE NUMB SOIL SOIL DESCRIPTION . MC . DD BC Compacted, moist, dark gray silty clay FILL Stiff, moist, black silty clay (CH) Firm, wet, olive sandy clay (CL) Firm to stiff, saturated, olive silty clay (CH) Medium dense, saturated, gray clayey sand (SC) Medium dense, saturated, brown clayey silt (ML.) Stiff, saturated, gray silty clay (CH) Bottom of Hole LOG OF TEST BORING 5 PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED BY: �1,j-` PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE NO: 13 WOODWARD-CLYDE CONSULTANTS r r no Boring 6 DESCRIPTION Compacted, damp, brown silty to clayey sand FILL DEPTH TEST DATA *OTHER SAMPLEIN S 'MC 'DD 'BC FEET TESTS NUMBER r r5 10 - Ei 15 T' i ro 20 1! 25 r r r i ■ 1 37 41 dark gray sandy clay 6-3 1 Compacted, wet, dark gray silty clay FILL 6-4 Stiff to medium dense, saturated, gray clayey sand to sandy clay (CH) 6-5 Firm, saturated, gray sandy clay (CH) Continued on next page ** Water level approximately 26 days after drilling. 'For description of svmbols, see Figure 2. LOG OF TEST BORING 6 PLAZA CAMINO REAL DRAWN! BY: ALS I CHECY.ED BY:�,''t� PROJECT NO: 75-173 DATE: 9-2-75 FIGURE NO: 14 WOODWARD-CLYDE CONSULTANTS rf r r T s ro r r r1 r i 1 Boring 6, continued DEPT14 TEST DATA *OTHER SAMPLE SOIL DESCRIPTION •MC •DD •BC FEIN ET TESTS NUMBER 28 52 30 37 35 35 30 40 45 - 50 - 52 6- U Firm, saturated, gray sandy clay (CH) M 6-8 Medium dense, saturated, gray clayey sand (SC) Firm, saturated, gray sandy to silty clay (CH) 6-9 Medium dense, saturated, gray clayey sand 6-10 (SC) Firm, saturated, gray silty clay (CH) with • some interbeds of clayey sand (SC) 6-14 Y shells Bottom of Hole *For description of symbols, see Figure 2 LOG OF TEST BORING 6 PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY4- %; PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE NO: 15 Wn0DWARn•ct.YDF MUIR111 TANTS r r Boring 7 PTH D TEST DATA •OTHER SAMPLE SOIL DESCRIPTIONUMBER 'MC I •OD I -BC ET I TESTS NUM 5 10 - 15 - 17 4" Asphalt Concrete GS,PI 7-1 E 4" Base Hard, damp, brown silty clay (CL) 7-2 Poorly to Moderately Indurated Claystone Very dense, damp, light brown clayey sand (SC) 7-3 Poorly to Moderately Indurated Sandstone Very dense, damp, brown clayey sand to sandy clay (SC-CL) 7-4 Poorly to Moderately Indurated Sandstone and Claystone Bottom of"Hole `For description of symbols. see Figure 2 LOG OF TEST BORING 7 PLAZA CAMINO REAL DRA►VN BY: ALS I CHECKED BY: — ` PROJECT NO: 75-173 DATE: 9-2-75 1 FIGURE NO: 16 WOODWARD-CLYDE CONSULTANTS rBorinq 8 DEPTH TEST DATA *OTHER SAMPLE SOIL DESCRIPTION i IN FEET � NIC ODD BC TESTS NUMBER 4" Asphalt Concrete GS DS 4" Base ri 12 117 51 �_29° 8-1 Very dense, damp to saturated, gray clayey C-1440 sand (SC) with very thin interbeds of sandy clay (CL) r5 PI 8-2 Poorly to Moderately Indurated Sandstone 95 8_3 and Claystone 10 0/6" 8-4 15 T 8/611 8-5 18 Bottom of Hole e I Boring g 9 - 4 a 4" AsP halt Concrete • 4" Base Very dense, damp to wet, brown silty to clayey sand (SM-SC) with scattered thin beds of sandy clay r 5 9-1 Poorly to Moderately Indurated Sandstone r 10 ri 37 9-2 14 ]23 — - I I Bottom of Hole ri •For description of symbols, sae Figure 2 , LOGS OF TEST BORINGS 8 AND 9 PLAZA CAMINO REAL CHECKED UY: V! h PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE N 17 BY: ALS �dt)OMARn-CLYDE Cnf��lfl-TANT� ri r so Boring 10 DEPTH TEST DATA -OTHER SAMPLEIN S r i' 5 - 10 E 15 - L 20 - r4 25 - r 30 - 33 r 23 ■� 1 22 10-1 OIL DESCRIPTION Compacted, damp to saturated, gray silty 10-2 to clayey sand FILL Q 10-3 Medium dense, saturated, gray medium to fine sand (SP) 21 10-4 Very dense, saturated, olive gray :clayey sand (SC) Moderately Indurated Sandstone Bottom of Hole A J I I I I 44 -For description of symbols, see Figure 2 i LOG OF TEST BORING 10 PLAZA CAMINO REAL DRAWN BY: ALSCHECKED BY: �kj PROJECT NO: 75-173 DATE: _ _ 5 FIGURE F:O: 18 WOODWARO-CLYDE CONSUI TANTS r* E r r 1 m Rnrinn 11 DEPTH IN TEST DATA •OTHER SAMPLE SOIL DESCRIPTION 'MC •DD •BC FEET TESTS NUMBER •For description of symbols, see Figure 2. LOGS OF TEST BORINGS 11 AND 12 1 PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED BY: 1!l j • PROJECT NO: 5_ DATE: FIGURE NO: 19 WOODWARD-CLYDE CU!SULTAUTS r r so Boring 13 DEPTH IN TEST DATA *OTHER SAMPLE S -MC •DD •BC FEET TESTS NUMBER r 5 - 10 - r 15 - re 20 _ e 25 - t 30 - r r 35 - [1 l 23 1 101 1 8 39 83 6 UCS 1500 OIL DESCRIPTION ' Compacted, damp to moist, light brown to light gray. silty fine sand FILL 13-1 13-2SP Soft, saturated, dark gray silty clay (CH) Medium dense, saturated, dark gray silty medium sand (SM) with slight organic odor 13-3 Soft to firm, saturated, gray silty clay (CH) with silt layers 13_A Very loose, saturated, very dark gray fine 13-5 sandy silt (ML) . Soft to firm, saturated, dark gray silty clay (CH) Loose to medium dense, saturated, gray silty fine sand (SM) _ Continued on next page 'For description of symbols, sPe Figure 2. LOG OF TEST BORING 13 PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED BY:�.�1i'1 PROJECT NO: ]�_1 73 DATE: 9_2_75 FIGURE NO: 20 EYOODWARD-CLYDE CONSULTAUTS F r • Rnri nn 11 e __+'. „d DEPTH TEST DATA FEET 'OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION 'MC •QO •BC 9 40 8 45 19 112 15 UCS= 2600 50 19 ra55 20 110 10 PI le 60 24 65 r r �! 70 Ld 74 'For description of syrnbols_ see Fi.,. % 13-6 -- Loose to medium dense, saturated, gray silty. fine sand (SM) Medium dense to dense, saturated, gray silty fine sand (SM) 13-7 13-8 ;� Very stiff, saturated, gray -brown sandy clay (CL-SC) 13-9 Medium dense, saturated, very li ht olive gray silty very fine sand (SM-MLjg 13-10 o a Stiff, saturated, olive gray medium to fine sandy clay (CL-SC) with scattered pieces of charcoal and a few well rounded pebbles 13-11 0 13-12 Hard, saturated, olive gray -brown fine sandy clay (CL-CH) Poorly Indurated Claystone 13-13. Hard, saturated, light olive gray silty clay (CH-MH) Poorly to Moderately Indurated Claystone sandier Bottom of Hole LOG OF TEST BORING 13 PLAZA CAMINO REAL DRAWN BY: AL -CHECKED BY:VAJ"tj PROJECT NO: 75-1 73 DATE: 9-2-75 FIGURE NO: 21 %Y00DWARD-CLYDE COUSULTAUTS COBBLES GRAVEL SAND SILT and CLAY Coarse Fine Coars Medium Fine Mesh 0 enin - in,s. Sieve Sizes Hydrometer Anal sis 100 90 80 70 x 60 50 Uj W C 40 30 20 10 0 i 30 40 .1 :i 140 2DO Ira ISM l■■■■■/Iiiiiiiiiiiiiiiiii■■■■�til i ►��®� ti■tom■■.�.�I.i.e AWN 01 iia'=lii�i�i■�■i ��oii�■�■ii�i■■���i ii�iiiiii�s��ii� �iiiii���i��■� t��.� 100 50 10.0 5.0 1.0 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS SAMPLE CLASSIFICATION AND SYMBOL sLL "PI 1 - 4 Silty clay (CH) 60 39 1 -.6 Silty clay CH 88 64 2 - 9 Silty clay CL 37 15 4 - 1 Sandy clay CL -- -- 4 - 5 Sandy silt ML 36 10 7 - 1 Silty clay CH 56 30 sLL = Liquid Limit *PI = Plasticity Index GRAIN SIZE DISTRIBUTION CURVES PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: t it PROJECT NO: 75-1 73 DATE: 9-4-75 FIGURE NO: 22 WOODWARD-CLYDE COFISULTAriTS COBBLES GRAVEL ShND SILT and CLAY Coarse Fine Coars Medium Fine Mesh 0 enin - ins. Sieve Sizes Hydrometer Analysis 100 50 10.0 5.0 1.0 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERS SAMPLE CLASSIFICATION AND SYMBOL *LL *PI 8 - 1 Silty sand (SM) -- -- 11 - 1 Silty clay (CH) 50 29 12 - 1 Clayey sand SC 31 13 A Silty to clayey sand (SM-SC) -- -- B Silty to clayey sand (SM-SC) -- -- *LL = Liquid Limit *PI = Plasticity Index GRAIN SIZE DISTRIBUTION CURVES PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED HYV� jj PROJECT No. 75-1 73 DATE: 9-4-75 FIGURE No: 23 WOODWARD-CLYDE COUSULTANTS r Pip 110 C r r r i r PLASTICITY CHARACTERISTICS 12-1 Liquid Limit, %' 31 Plasticity Index, % 13 Classification by Unified Soil Classification System Sc 150 140 130 120 u a 100 ZERO AIR VOIDS CURVES —2.80 SG — 2.70 SG 2:60 SG �-- 2.50 SG_ [COBBLES GRAYEL SANDjSILT 6 CLAY c f c m 100 z 80 Q 60 d I-- w 40 a 20 0 100o 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA 12-1 Dry Density, pcf 111.4 Initial Water Content, % 11.6 -Final Water Content, % 17.9 Apparent Cohesion, psf 410 Apparent Friction Angle, degrees 20 90 Maximum Dry 12-1 Density, pcf 124.0 Optimum Moisture 11.5 Content, % MOISTURE CONTENT, % 800 10 20 30 LABORATORY COMPACTION TEST SWELL TEST DATA Initial Dry Density, pcf Initial Water Content, % Final Dry Density, pcf Final Water Content, % Load, psf Swell, percent 40 LABORATORY COMPACTION TEST METHOD: ASTM D 1557-70 FILL SUITABILITY TESTS PLAZA CAMINO REAL DRAWN BY: CHECKED BY: ;'.-' PROJECT NO: ]5-1 ]3 DATE: 9_4_75 FIGURE NO: ALS 24 WOODWARD-CLYUL (;uw5uLiAmb d „O x W Z 30 20 s 10 7 4 0 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT. LL 1-6 1-11 2-2 1-4 CH r fa J 11-1 Q] - 8-2 7-1 2-9 2-7 12 -1 MH S OH 13-10 4-5 SC • ML S OL SM PLASTICITY CHART For Classification of Fine - Grained Soils in Unified System Legend CL Inorganic clay of low to medium plasticity. CH Inorganic clay of high plasticity. ML Inorganic silt of low plasticity. MH Inorganic soil of high plasticity. OL Organic silt or clay of low plasticity. OH Organic clay of high plasticity. SM Silty sand. SC Clayey sand. PLASTICITY CHART PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY:V,/,'j PROJECT No: 75-173 DATE: 9-4-75 FIGURE No: 25 WOODWARD-CLYDE CONSULTANTS r r A r ro E t•� r r r 1! RESULTS OF LOADED SWELL TESTS Sample Number Initial Final Pressure Expansion Dry Density Water Content * -Saturation Dry Density Water Content * Saturation pcf % cf o psf a of Initial Height 4-1 106.3 13.8 67 101.4 23.5 99 160 4.8 Diameter of Samples: 1.94 inches *assumed specific gravity - 2.65 Height of Samples: 0.629 inches LOADED SWELL TESTS PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: ', .N PROJECT NO: 75-173 DATE: 8_29--75 FIGURE NO: 26 WOODVVARD-CLYDE CONSULTANTS 1.24 1.16 eo rim 0 0 1 .00 0 0.92 0.84 L- 0.1 wo no SAMPLE 1 - 4 a 1.0 10.0 100 PRESSURE - Tons per sq. ft. INITIAL DRY DENSITY, pcf 81.5 SPECIFIC GRAVITY OF SOLIDS 2.80 INITIAL WATER CONTENT • 40.1 INITIAL VOID RATIO 1.15 INITIAL SATURATION, 97.6 COMPRESSION INDEX, C 0.340 FINAL DRY DENSITY, pcf 86.7 SWELL INDEX, C. 0.094 FINAL WATER CONTENT, % 35.5 EFFECTIVE OVERBURDEN PRESS, P'o, tsf 1.5 FINAL SATURATION, % 97.3 MAX. PAST PRESSURE, Pc, tsf 1.6 CONSOLIDATION TEST PLAZA CAMINO REAL DRAWN BY: ALS I CHECKED BY:vi"i 1% I PROJECT NO: 75-1 73 DATE: 9-4-75 FIGURE No: 27 WOODWARD-CLYDE COUSULTANTS 2.2 2.0 1.8 0 0 1.6 0 1.4 1.2 0.1 SAMPLE 2 - 2 1.0 10.0 PRESSURE - Tons per sq. ft. 100 INITIAL DRY DENSITY, pcf SAMPLE 2 - 2 1.0 10.0 PRESSURE - Tons per sq. ft. 100 INITIAL DRY DENSITY, pcf 55.3 SPECIFIC GRAVITY OF SOLIDS 2.76 INITIAL WATER CONTENT,_% 78.1 INITIAL VOID RATIO 2.12 INITIAL SATURATION, p 100 COMPRESSION INDEX, C. 0.93 FINAL DRY DENSITY, pcf 64.4 SWELL INDEX, C. 0.23 FINAL WATER CONTENT, 60.8 EFFECTIVE OVERBURDEN PRESS, P'o, tsf 1.7 FINAL SATURATION, % 99.7 MAX. PAST PRESSURE, Pc, tsf 1.3 CONSOLIDATION TEST PLAZA CAMINO REAL DRAWN BY: ALS CHECKED BY: 11 �',j( PROJECT NO: 75_173 DATE: 9_4 _75 FIGURE NO: 28 WOODWARD-CLYDE COUSULTANTS 0.78 0.76 0.74 0.72 0.70 0.68 0.66 0 0 0.64 0 0.62 0:60 0.58 0 56 SAMPLE 2 - 7 I eo 0.01 0.1 1.0 PRESSURE - Tons per sq. ft. llat+ll INITIAL DRY DENSITY, pcf 95,4 SPECIFIC GRAVITY OF SOLIDS INITIAL WATER CONTENT 30.0 INITIAL VOID RATIO 0.75 INITIAL SATURATION, % 100 COMPRESSION INDEX, C FINAL DRY DENSITY, pcf 101.8 SWELL INDEX, C 0.03 FINAL WATER CONTENT, % 25.4 EFFECTIVE OVERBURDEN PRESS, P'o, tsf 2.56 FINAL SATURATION, % 100 V.AX. PAST PRESSURE, Pc, tsf 0.79 CONSOLIDATION TEST PLAZA CAMINO REAL DRAWIJ BY: ALS I CHECKED BY: �i';' PROJECT NO: 75-1 73 DATE: 9-4-75 FIGURE No: 29 WOODWARD-CLYDE COF.SIiLTAUTS Project No. 75-173 ATTACH ILINI I r) Page 1 of 2 TESTING ENGINEERS - SAN DIEGO 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 A :2r• - LABORATORY NUMBER SD30-3795 Job No. 1086 DATE August 8, 1975 F JOB DATA: Plaza Camino Real Expansion Woodward -Clyde Consultants 3467 Kurtz Street San Diego, California 92110 ADING ANALYSIS S _IE SIZE .jw I• 2"' 1A� LT i� s4 f R16 rs�o Jr, e 1 Oo ro0 REMARKS: r�C C . TIIC : rm PERCENT PASSING COMPACTOR PRESS - P.S.I. SAMPLE DATA: Job No. 75-173, SIN # 11-1, Boring #11. Sample submitted to the laboratory August 1, 1975. MOIST P COMPACTION - % DENSITY - */CU. FT. R-VALUE STABILOMETER EXUD. PRESSURE - P.S.I. STAB. THICK - FEET EXPAN. PRESS. THICK -FEET T. 1. (ASSUMED) = A 25.8- 96.2 8 310 0.13 Z j I BY.STAB. 0 300 P.S.I. EXUD. = 8 (� J W� p BY EXPANSION PRESSURE AT EQUILIBRIUM = 8 SAND EQUIVALENT = DURABILITY (COARSE) _ DURABILITY (FINE) = R - VALUE DATA B C D 50 130 27.7 23.9 92.8 99.3 5 15 230 570 0-.13 1 0.50 LIQUID LIMIT = PLASTIC LIMIT P. 1. _ TESTING ENGINEERS, i BY Thomas'11. Mapina i, R.E. #12882 E Project No. 75-173 ATTACHNItil1 I rPage 2 of 2 TESTING ENGINEERS SAN DIEGO Qz;7 3467 KURTZ ST., P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225-9641 w LABORATORY NUMBER SD30-3796 Job No. 1086 DATE August 8, 1975 PU1u LAt^; r1d4d I.dIIILIIV nUi31 GXpd1151Ui1 Woodward -Clyde Consultants 3467 Kurtz Street San Diego, California 92110_ ADING ANALYSIS SIEVE SIZE Io 2" 40 �N s4 6 :d0 0 r_ a 9100 roo REMARKS: 1 CC. r { i T11C : rm PERCENT PASSING As RCVD. As USED SAMPLE DATA: Job No. 75-173, SIN #12-1, Boring #12. Sample submitted to the laboratory August 1, 1975 R - VALUE DATA A B C D COMPACTOR PRESS - P.S.I. 150 [] 95 120 MOIST 0 COMPACTION - % 13.8 15.6 14.7 DENSITY . r/Cu. FT. 18.1 113.3 116.3 R-VALUE - STABILOMETER 16 9 13 EXUD. PRESSURE - P.S.I. 380 180 260 STAB. THICK - FEET --- --- -- EXPAN. PRESS. THICK -FEET 0,53 0.03 0.27 T. 1. (ASSUMED) _ --- z J I By STAB. @ 300 P.S.I. EXUD. = 15 W � D BY EXPANSION PRESSURE AT EQUILIBRIUM = 15 SAND EQUIVALENT = DURABILITY (COARSE) = IDURABILITY (FINE) _ LIQUID LIMIT = PLASTIC LIMIT P. I. TESTING ENGINEfjRS. I BY T G'p - — 1�4— Thomas 11. Chapman, R.E. #12882 E Project No. 75-173 A11AClit U'd II F Page 1 of 4 SPECIFICATIONS FOR CONTROLLED FILL I GENERAL ...E These specifications cover preparation of existing surfaces to receive fills; the type of soil suitable for use in fills; the control of compaction and the r methods of testing compacted fills. It shall be the Contractor's responsibility, to place, spread, water and compact the fill in strict accordance with these specifications. A Soil Engineer shall be the Owner's representative'to inspect rthe construction of fills. Excavation and the placing of fill shall be under the direct inspection of the Soil Engineer; and he shall Qive written notice -z of conformance with the specifications upon completion of cradina. Deviations from these specifications will be permitted only upon written authorization from the Soil Engineer, A soil investigation has been made for this project; any recommendations made in the report of the soil investioation or subsequent r, reports shall become an addendum to these specifications. II SCOPE The placement of -controlled fill by the Contractor shall include all clearing and grubbing, removal of existing unsatisfactory material, preparation of the IN areas to be filled, spreading and compaction of fill in the areas to be filled, and all other work necessary to complete the grading of the filled areas.- III MATERIALS 1. Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the Soil Engineer, is suitable•for use in constructing fills. The material shall contain no rocks or hard lumps greater than 24 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size shall be placed by the Contractor so that they are surrounded by com- pacted fines; no nesting of rocks shall be permitted.) No material of a perish- able, spongy, or otherwise of an improper nature shall be used in filling. 2. Material placed within 24 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted 1' fill and when subjected to an axial pressure of 160 psf. r 3. Representative samples of material to be used for fill shall be tested in the laboratory by the Soil Engineer in order to determine the maximum density, optimum moisture content and classification of the soil. In addition, r the Soil Engineer shall detennine the approximate bearing value of a recom- pacted, saturated sample by'direct shear tests or other tests applicable to the particular soil. 4. During grading operations, soil types other than those analyzed in the report of the soil investigation may be encountered by the Contractor. the Soil Engineer shall be consulted to determine the suitability of these soils. r uject ;to. 75-173 COMPACTED FILLS 1. General Al iALi ii ,_ri i 1 i Page 2 of 4 (a) Unless otherwisA specified, fill material shall be compacted by the Contractor while at a moisture content near the optimum moisture content and to a density that is not less than 90% of the maximum density deter- mined in accordance with ASTM Test No. D1557=70T, or other density methods that will obtain equivalent results. ri (b) Potentially expansive soils may be used in fills below a depth of 24 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. 2. Clearing and Preparing Areas to be Filled (a) All trees, brush, grass, and other objectionable material shall be collected, piled and burned or otherwise disposed of by the Contractor so as to leave the areas that have been cleared with a neat and finished free from unsightly debris. riappearance (b) All vegetable matter and objectionable material shall be removed by the Contractor from the surface upon which the fill is to be placed and any loose and porous soils shall be removed or compacted to the depth shown on the plans unless otherwise.s_pecified in writing by the Soil Engineer. The surface shall than be plowed or scarified to a minimum - depth of 6 inches until the surface is free from uneven features that Fe would tend to prevent uniform compaction by the equipment to be used. e (c) Where fills are constructed on hillsides or slopes, the slope of the original ground on which the fill is to be placed shall be stepped or keyed by the Contractor as shown on the attached Figure. The steps shall extend completely through the soil mantle and into the underlying for- i mation materials. (d) After the foundation for the fill has been cleared, plowed or scari- fied, it shall be disced or bladed by the Contractor until it is uniform and free from.large clods, brought to the proper moisture content and com- pacted as specified for fill. r3. Placing, Spreading, and Compacting Fill Material rwhen (a) The fill material shall be placed by the Contractor in layers that compacted shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed.during the spreading to obtain uni- formity of material in each layer. `j (b) When the moisture content of the fill material is below that speci- fied by the Soil Engineer, water shall be added by the Contractor until the moisture content is as specified. (c) When the moisture content of the fill material is above that speci- fied by the Soil Engineer, the fill material shall be aerated by the Con- tractor by blading, mixing, or other satisfactory methods until the moisture content is as specified. [ t t1JLt L I%J. ! l , f :/% .. 1 Page 3 of 4 r ri (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted by the Contractor to the specified density. Com- paction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple -wheel pneumatic -tired rollers or other types'of acceptable com- pacting equipment. -Equipment shall be of such design that it will be able to compact the fill to the specified density.. Compaction shall be con- tinuous over the entire area and the equipment shall make sufficient trips to insure that the desired density has been obtained. (e) Surface of fill slopes shall be compacted so that the slopes are stable and there shall be no excessive loose soil on the slopes. == V INSPECTION T\ 1,R 1. Observation and compaction tests shall be made by the Soil Engineer during the filling and compacting operations so that he can state his opinion that the fill was constructed in accordance with the specifications. 2. The Soil Engineer shall make field density tests in accordance with ASTM Test No. D1556-64T. Density tests shall be made -in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the speci- fied density, the particular layer or portion shall be reworked until the In specified density has been obtained. VI PROTECTION OF WORK 1. During construction the Contractor shall properly grade all excavated M 'surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoining properties or to finished work on the -site. The Contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. 2. After completion of grading and the Soil Engineer has finished his obser- vation of the work, no further excavation of filling shall be done except under the observation of the Soil Engineer. r r ri 9=2 10-71 rl -,I I 1 1 i.!t1-! _ ,. . 1 , Page 1 of 2 GUIDE SPECIFICATIONS FOR SUBSURFACE DRAINS .� I.. DESCRIPTION Subsurface drains consisting of standard drain tile, perforated Orangeburg drain pile, or perforated corrugated metal pipe, shall be installed as shown on the plans and in accordance with these specifications, unless otherwise specified by the Engineer. II. MANUFACTURE Underdrains-shall be manufactured in accordance.with the following requirements: 1. Standard drain the shallconform to the requirements of ASTMD-C4. 2. Perforated Orangeburg pipe shall conform to the Federal Specifi- cations SS-P-356. 3. Perforated corrugated metal pipe shall conform to the AASHOD-M136. III. FILTER MATERIAL Filter materiali-for use in backfil7ing trenches around and over under - drains shall consist of clean, coarse sand and gravel or crushed stone con- forming to the following grading requirements: SIEVE SIZE. PERCENTAGE PASSING SIEVES 2-1 /2" 100 1-1/2" 80-100 3/411 60- 95 No. 4 35- 65 . No. 8 25- 50 No. 30 5- 25 No. 200 0- 3 IV. LAYING Trenches for underdrains shall be excavated to a minimum width equal to the outside diameter of the pipe plus .1!-foot and to a depth of 2 inches below the top of the wall footing or as directed by the Engineer. The bottom of the trench shall then be covered full width by a layer of plastic film or building paper, and the drain pipe shall be laid. Unless otherwise specified, perforated pipe shall be laid with the -perforations at the bottom and sections shall be joined with couplers. Drain tile shall be laid with a clear opening of 1/2" between sections. The pipe shall be laid on a minimum slope of 0.2%. After the pipe has been placed, the trench shall be backfilled with filter material to the elevation: shown on the plans, or as directed by Engineer. The remainder of the trench shall then be backfilled with an impervious soil which shall be compacted to the requirements for engineered fills. vroject No. %5-173 Ili " il! Page 2 of 2 GUIDE SPECIFICATIONS FOR SUBSURFACE DRAINS (CONTINUED) TYPICAL SECTION it- •-IMPERVIOUS SOIL CX 18" MIN. WATERPROOF MEMBRANE 0 FILTER MATERIAL 16' Min. -00 00 00 0,0, -1 V7;z CFt"yz/)7- n V Lvzz, 0 0; 411 DIA. PIPE PLASTIC4� FILU 4- _13V 1 L 1) 1 er /z rD L- i -i:. -Z L d :4Mb 4. ^Y ' .. i. ... �. •.'� ;X u >�j` • • x. / y 1 a �G .-- • LEGEND a. ,.. ::. ,t*. -. ;F' .. s .� '�.•-.,. .. 1I.n• .1: ... r- s+WP `.S�F .l "f�iF- x Indicatesapproximate locationy.`.�a ''•- �;. t�� ,e( i.` r '. ,. " � {. �r '�[. ..�i .. S.. �- w• - . L` - E .,. , -. , • .: -..� �, .. .: �. oftest� boring"' ._�,...� V�1P ,,._. R ,. ,- ` w, } MA f • 15 P DRIVE . 1 � . � _ •-,� , ` , } "�•location I nd icates`aPp r xima e'� -01 7. �.. .: •" . ,.w . of surface sample Indicates approximate original 10 ft. ground -surface contour and the approximate t �c�` �u`., b.FQ. break in - slope between the'originat k, PLAZA CAMINO REAL v w _ l � relatively it at marsh surface and the , southern lagoon side slope. .; . f R r. ' a. p .. ., v End of Road MARRON ROAD a Alignmenf v N . F r - jG Tributary i' • � End of Existing • Craw >w Pavement - g LOC ATION MAP. ' r ' .� y , . �_ � -� ;:z .�," � �� � HAYMAR DRIVE - .. , - Monroe Street . s. DRAWN BY: ALS CHECKED BY: ��" PROJECT NO 7S't %3 DATE: 9-1'%S FIGURE NO: ' i.- WOODWARO-CLYDE CONSULTANTS f'�� �Bt11' WNG. DATA FORM BUILDING ENVELOPE- COMPLIANCE G Project Title 5 A� 57027- '70 J 7-. Location CAOL515AND) G A Project Designer ` _ 1 �� 1 Form 1 Documented by _-�-�1'� Date _[L Checked by Date SITE .DESCRIPTION Location Code Number (from Table 2 of Appendix 1) 1 Latitude �'' 2 �� ? Degree Days -heating (from Table 2 of Appendix 1) 3 SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 'r 4 22+G" ola AT, ASHRAE design temp — 7e (from Table 2 of Appendix 1) 5 BLDG. DESCRIPTION Occupancy Type Code Number (from Table 1 of Appendix 1) 6 074 Gross heated floor area, sq. ft. 7 13 Number of floors 8 �_, Ground Floor'Perimeter, ft. Z�r ci` 9 4- Longest diagonal dimension at ground floor, ft.{ ,'1l 10 3 r7 Height, ft. ' y 11 MCP Wall Record the detailed materials data on the Materials Data Form - Form 2 Surface Areas ®g 76 Aopaque wall 12 �07 2-7f r-;A4kwindow 13 7./ Adoor 14 _�_�tl2nL ' Total Aow Line 12 + 13 + 14 15 2 Z/ ?O Heat Transfer Coefficients (see Section 4.1.8) winter (heating) summer (cooling). Shading coefficient of glass, (from Table 3 of Appendix 1) Weight of Wall C,onstruction,-Ib/ft2 Mass Correction Factor (from Fig. 4.1.16) Equivalent Temperature Difference (from Fig. 4.1.16) ,F Roof' Surface Areas Total % skylights Note: /f Line 29 is 5% or greater, automatic light-sensitive switching systems are required in the area lighted by sky- light. 1 ,. Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater Enter the sum of line 26 and line 30 Uwali 16 �U Uwindow 17 _l•'� tom_ Udoor 18 tom_ Uw 19 u 20 �•Q�, Udoor .21 SC 22 w 23 76 MCF 24 r75 ._L__ TDeq 25 2 3 Aopaque roof 26 Askylight Aor (26 + 27) 27 _ 28 (27/28) 29 0 30 31 d v 'f.. _ BUILDING DATA FORM— BUILDING ENVELOPE COMPLIANCE t{ PROJECT TITLE Page 2 of Form 1 s 10 Floor Heat Transfer Coefficients (See Section 4.1.8) winter (heating) summer (cooling) Shading Coefficient of skylight (from Table 3 of Appendix 1) 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. 4.1.3) 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 Uof (from line 40) Proposed U. (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 Aor 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 proposedbuildingis 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 t) _ area Aor Uroof 32 - Uskylg 33 Ur t 34 i051us 35 —" SCs 36 Mc 37 Ac 38 Ao f 39 _! u0 Uof 40 43 r 5- 44 010 - . r�ry I 47 A 48 49 ,0 50 . Line 50 must not exceed line 46 54- 5.76"(2. 55� 2-- 56 Line 56 must not exceed line 53 )f MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title Location Project Designer Form 2 Documented by Checked by Date Mall Wall Type 1 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) Wt i Heat Transfer Coefficient (see Sec. 4.1.8) U1 2 + t Surface Areas (attath sheets to document any additional Orientation 3 NOt2T compass orientations) Area 4 a Orientation 5 .Fns-r Area 6 9148 _ Orientation 7 iSDUT H Area 8 - 4-4 q Orientation 9 W%9�ST Area 10 fI Z s_ Wall Type 2 Weight of wall construction, Ib/ft2 W2 11 • Heat Transfer Coefficient U2 12 Surface Areas (Attach sheets to document any additional Orientation 13 om-r H compass orientations) Area 14 21Z Orientation .15 E-0n�T Area 16 3 51. Orientation 17 500714 Area 18 0 Orientation • 19 wTST Area 20 3Z Wall Type 3 Weight of wall construction, lb/ft2 W3 21 Heat Transfer Coefficient U3 22 Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) Area 24 Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29 Area 30 MATERIALS -DATA FORM — BUILDING ENVELOPE COMPLIANCE PROJECT TITLE1ytS �? Page 2 of Form 2 R Wall Type 4 Weight of wall construction, lb/ft2 Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations) I, lJ",��C,4- 00, S(J'n W,I"- Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data Heat Transfer Coefficient (from mfrs.data) Surface Areas (Attach sheets to document any additional compass orientations) N 31 U4 32 Orientation 33 Area 34 Orientation 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 41 '& 42.1- 1 Orientation 43 PZ: +� Area 44 31 11 Orientation ' 45 Area 46 Orientation 47 SC:-Tk Area 48 '2q 5_ Orientation 49 W F S T Area 50 Z 9 3' 51 52 Orientation 53 Area 54 Orientation 55 Area 56 Orientation 57 Area 58 Orientation 59 Area 60. 61 62 Orientation 63 Area 64 Orientation 65 . Area 66 Orientation 67 Area 68 Orientation 69 Area 70 MATERIALS DATA FORM —BUILDING ENVELOPE COMPLIANCE PROJECT TITLE 5�DIAN 4F � zz Page 3 of Form 2 Glass Type 4 Shading coefficient (from Table 3-of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 t " compass orientations). Area 74 Orientation 75 Area 76 Orientation 77 Area 78 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 4221 Surface Area (Attach sheets to document any additional roof types) 83 9'U 8' Skylight Area 84 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 Skylight Heat Transfer Coefficient (U-value) 86 0 Floor Floor Type 1 (floors over non -air conditioned spaces only) Weight of floor construction, Ib/ft2 (see Section 4.1.8) 87 SU Heat Transfer Coefficient (see Section 4.1.8) 88 21 4-5 Surface Area (attach sheets to document any additional floor types) 89 BD Doors Surface Area 90 ` "'� Heat Transfer Coefficient (U-value, see Table 4 of Appendix 1) 91 '14EAT TRANSFER COEFFICIENT PROPOSED -CONSTRUCTION ASSEMBLY Form 3 t List of Construction Components R t. 811 G pNG , #3l.K (50L 10 &20J`TEP) 96 G tZr) 4. 5. 6. 7. Q. Inside Surface Air Film cooling heating Sketch of Construction Assembly Outside Surface Air Film WEIGHT: e3 Ib/ft2 cooling* heating Check one: Total Resistance Rt cooling . heating Wall 3!�-o . 360G Roof U Value II/Rt1 - • Lb . D _ 1 cooling heating Floor _ — //', P� wpt . c U -� 1,7o 24 HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 List of Construction Components . R -TT NsUL r . �� a6. C ' Inside Surface Air Film ! �D cooling heating Sketch of Construction Assembly WEIGHT: 57 Ib/ft2 Check one: Wall Roof Floor WALL -Tl e7 2 Outside Surface Air Film cooling heating Total Resistance Rt �2,4 1 12, 4-1 cooling , heating U-Vaiue (I/Rt) cooling heating D+� 0 HCAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY . (0 R List of Construction Components 40 6. 7. Insi�de� rface Air Film .2� � �� cooling heating Sketch of Cons-t-rru-_cct-iio)n Assembly WEIGHT: ;�� Ib/ft2 Check one: Wall / Roof az Floor .-- Outside Surface Air Film Total Resistance Rt U•Value (1/Rt) 41 cooling heating r� t? cooling , heating` 0 T� cooling heating 1 HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY Sketch of Construction Assembly WEIGHT: :�576) Iblft2 ,Check one: Wall Roof Floor 0 C- List of Construction Components R Alre- 4 �/811 GAF' , T' kxI 7. Inside Surface Air Film 2 • is Outside Surface Air Film Total Resistance Rt U•Value (1/Rt) tooting heating •2S- 117 cooling heating 2.82- 2 43 cooling , heating �3S . ,41 cooling heating iljjjjji� X,$1) i 2 3 Go 2 S" -f— F1 or: - /rO _�o7 x 17 X.) -Z 4 x . oq (4-1 Y. 9/0 etc, 7 � X, Iz-) prz� --o77V _ - `5GLx2a F0-75 -- - - 3t vur+- 4 r2fiA ' 18D SIP Gvn li- 3►2 3s1 I IY7 Itt0r't- w hLL- you M F T r�o� 37P zv wnz L -rl`PF- GU &�'-n s s Dooyt 3 L.'j1N00 3 l 1 wnL L �� GD i �14 f� LL Iclis— tom• n � � 7'1(1`R .� y �f � Z 21 3 y,m� Dooe- ' qq S UU`l (J w 9) l 5Z 5-1 wnl.(, `Tlrr- X- cl 3 Cl 3Z-- tIJ4LL Ian 1,L�- I� m, (Joann i 04 lipGLnsj nac�-s iZ(� V7 G� � W SSA Tb7/1 IYZ 313v D7 I ZONOLITE° ROOF DECK � Insulation Design- Values A. ZONOLITE Roof Insulating Materials 1. ZONOLITE Insulating Concrete (1:6 mix) Thickness Thickness (inches) "R" Value (inches) "R" Value 2 3,0 4'h 6.7 2% 1' 3.7t 5 7.5 3 4:5 5% 8.2 3% 5.2 6 9.0 4 6.0 2. INSULPERM® Insulating Board Thickness Thickness (inches) "R" Value (inches) "R" Value 3.0 2% 10.0 1 4.0 2% 11.0 1 % 5.0 3 12.0 1% &0 3% 13.0 1 % 7.0 3% 14.0 •_ 2 8.0 3% 15.0 2% 9.0 4 16.0 B Other "R" Values In a Roof System Outside Air Film (Heat Flow Up - Winter) 15 mph ................. .............. .2 Outside Air Film (Heat Flow Down - Summer) 7'% mph ............................. .3 Inside Air Film (Heat Flow Up - Winter) ..................................... .6 Inside Air Film (Heat Flow Down - Summer) _. ................................... .9 -Up Roofing ................................................... .3 .Built . SteelForms ....................................................... .0 C. Calculations for "U" Values of ZONOLITE Insulated Roof Heat Flow Up Heat Flow Down (Winter) (Summer) Components •'R" "R" Outside Air Film .2 .3 Conventional Built -Up Roof .3 .3 ZONOLITE Insulating Concrete (Average Thickness) See Tables See Tables INSULPERM Insulation Board See Tables See Tables Deck Substrate See Tables See Tables Inside Air Film •6 •9 " B" TOTAL (RT) "U" Value'= „R� _ = BTU/HR/SQ. FT-/°F T ;'j �"� FESCO® BOARD ROOF INSULATION U f For Built -Up Roofing Systems J-M FESCO BOARD is a thermal roof insulation board for use in built-up roofing systems. It is intended for use over nailable, non-nailable, or metal roof decks. It may be applied using approved hot bitumen, cold adhesive and/or mechanical fasteners. COMPOSITION Fesco Board is a homogeneous board formed of expanded perlite particles, blended with selected binders and fibers. The principal component of 'Fesco Board is perlite, a unique volcanic ore. The perlite particles are subjected to intense heat, then blended with selected binders and fibers. This process makes the perlite particles expand to ap- proximately seven times their original size —into glass -like beads, air cells that provide high insulating efficiency. The top surface of Fesco Board is sealed with Top-Loc@ coating to retain the proper amount of mopping bitumens, helping to assure positive adhesion of the built-up roofing membrane. ADVANTAGES a Board requires no backing of paper or other mate- y hat might constitute a fire hazard. Unlike other roof installations, Fesco Board requires no taped -joints in its installation. When applied as specified, over rigid, permanent decks, Fesco Board provides dependable thermal insulation and dimensional stability when subjected to the seasonal wet/ dry, hot/cold cycles of the elements. Fesco Board has high moisture resistance and no capil- larity, is stable and maintains its physical and insulating characteristics. Fesco Board resists indentation and other damage from on the job traffic and bridges rib openings 9n metal decks. APPLICABLE STANDARDS Fesco Board is classified by Underwriters' Laboratories, Inc., for Fire Hazard Classification, as a Roof Deck Con- structon Material with reference to internal fire exposure, for use in Construction Numbers 1, 2, 27 and 31 (fire only), and as a Built -Up Roof Covering Material for resistance to an external fire. See current UL Building Materials Direc- tory. Material will have UL labels only when specified on each order. Fesco Board is accepted by Factory Mutual Research ioration for Class I construction -when applied in ac- lance with Factory Mutual Loss Prevention Data Sheet 1-28. Refer to current publication for approved vapor barrier, bitumens, adhesives, and/or mechanical fasteners. Fesco Board complies with Federal Specification HH-1- 529b. (Subject: Perlite Mineral Aggregate Board —Roof Insulation). Fesco Board (Base Board only) is rated by the National Building Codeand by the American Insurance Association (National Board of Fire Underwriters) with a flame spread not greater than 25 as compared to 0 for asbestos cement and 100 for Red Oak when tested in accordance with ASTM E-84, Tunnel Test Method. LIMITATIONS Fesco 'Board should not be left exposed to the weather. No more insulation should be applied than can be com- pletely covered 'with the finished built-up roofing on the same day. When installed over metal decks, spans shall be limited for specific deck gauges as outlined in current F-M Loss Prevention Data Sheet 1-28. Fesco Board is not recommended where temperatures are maintained in excess of 200°F. TECHNICAL DATA Physical Properties Values Test Methods Flame Spread (Base Board only) 25 ASTM E84 Smoke Developed 0 ASTM E84 Water Absorption % Vol-2 hrs. 1.5 max. ASTM C209 Moisture Resistance no capillarity FHA Electrode Method Vapor Permeability 25 ASTM C355 perm/inches @ 73 F & 51% RH Linear Expansion (between 50% & 97% RH) Lengthwise 2/10 of 1% ASTM D1037 Crosswise 9/100 of 1% Concentrated Load @ 1/16" (1.59mm) indentation 57 pounds ASTM C569 (1" diameter disc.) Compression Resistance— 35 psi ASTM C165 5% Consolidation Weight- Ibs/square foot-1 inch 0.85 kg/square meter - 25mm 4.15 Density - per cubic foot - 10 pounds ASTM C303 nominal 1 inch Laminar Tensile Strength - 4 pounds min. ASTM C209 per square inch Surface Hardness Brinnel N1000) 60 Thermal Conductance 0.36 ASTM C177 (BTU/Hr./Ft.21°F) Nom.1" The physical (or chemical) properties of Johns -Man- ville Fesco Board represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. The data are supplied as a technical service and are subject to change without notice. Check the Johns - Manville District Office to assure current information. 4 (P- C-9 Fesco Board conforms with the Department of Commerce Simplified. Practice Recommendation R-257, requiring a "C" value of 0.36 for nominal 1" thickness material. Fesco Board' can economically provide the thermal efficiency needed within the range of thickness available, up to "C" value 0.19. For thermal requirements of greater value, Fesco-Foam should be considered. SIZES Fesco Board is available: 24" x 48" (.61 x 1.22m) with nominal thicknesses 3/4" (19mm),1" (25mm),1112" (38mm), 2"(51 mm). It is recommended that where practical Fesco Board be THERMAL VALUES—Fesco Board Thermal Conductance ("C" Factor) SPR R 257-55 U.S. Dept. of Comm. Thermal Resistance ("R" Factor) SPR R 257-55 U.S. Dept. of Comm. Thickness (nominal) 0.48 2.08 3/4" 0.36 2.78 1" 0.24 4.17 0.19 5.26 2" applied in two layers with staggered joints. (See pages 15-18 for details). WIND LOADING Fesco Board will comply with the requirements of current Factory Mutual Loss Prevention Data Sheet 1-28 (accept- able Class I construction). Factory Mutual requires design loads of 30 psf (Factory Mutual Pressure Test results of 60 psf at 60 second with safety factor of 2). Factory Mutual requires that all insulations be mechanically- fastened at the roof perimeter a width of 4 feet. In areas where unusual wind conditions are anticipated, the designer sho,uld specify mechanical fastening of roof insulation over the entire roof area. For details, consult current Factory Mutual Loss Prevention Data Sheets. THICKNESS OVER METAL DECKS—Fesco Board Width of Rib Up to Up to Up to Opening 1" Maximum 2%" Maximum 33A' Maximum Thickness of Insulation 3/4" 1" 1/2" (minimum) .45 w .40 U < .30 U .25 O .20 U .15 .10 CONDUCTANCE VALUE CHART ' 1.0 1.5 2.0 2.5 3.0 3.5 NOMINAL THICKNESS IN INCHES 5 FESCO-FOAM TM ROOF INSULATION For Built -Up Roofing Systems J-M FESCO-FOAM is a thermal roof insulation board which combines the advantages of J-M FESCO BOARD as a bottom layer, with the extremely high thermal efficiency of polyurethane foam. for its core, and a top facing of asphalt saturated roofing felt. Fesco-Foam is manufactured spe- cifically to provide high thermal values for roof assemblies. Fesco-Foam is intended for use over nailable, non-nailable or metal roof decks. It may be applied using hot bitumen, cold adhesive and/or mechanical fasteners. COMPOSITION Fesco-Foam consists of a base layer of 3/4" J-M Fesco Board, a chemically bonded layer of polyurethane foam, and a chemically bonded top layer of asphalt saturated felt. Base board is an inorganic perlite mineral aggregate board with all the properties of Fesco Board listed on page 4. The foam is a fluorocarbon expanded rigid polyurethane foam which chemically bonds to the Fesco Board base and felt surface during manufacture, creating a cohesive unit. The felt is an asphalt -saturated roofing felt providing a uniform surface to attach the roof membrane. When applied s specified over rigid, permanent decks, Fesco-Foam pro - Sides a suitable substrate for the application of a built-up roofing membrane. ADVANTAGES Fesco-Foam provides high thermal values per unit of thick- ness because of its polyurethane foam content, giving eco- nomic advantages in handling and design. Reduced thick- ness allows for thinner wood nailers where they are re- quired. Reduced thickness also makes mechanical fastening more economical and more efficient. The felt surface of Fesco-Foam provides a uniform, smooth surface which promotes firm adhesion of the roof mem- brane to the insulation and the Fesco Board base provides for good adhesion to the roof deck or vapor barrier. Like Fesco Board, Fesco-Foam has the desirable charac- teristics of no joint taping, low moisture absorption, water resistance, good resistance to indentation and crushing, and the ability to bridge flute openings in metal decks. APPLICABLE STANDARDS Fesco-Foam is classified by Underwriters' Laboratories, Inc. as Built -Up Roof Covering Materials for resistance to external fire, and for Roof Deck Construction Material with reference to an internal fire only for use in Constructions Numbers 1, 2, and 27, (Fire only). See current UL Building Materials Directory. Material will have UL labels only when specified on each order. Fesco-Foam is accepted by Factory Mutual Research Cor- poration for Class I construction when applied in accord- ance with Factory Mutual Loss Prevention Data Sheet 1-28. Refer to current publications for approved vapor barriers, bitumens, adheisives, and/or mechancal fasteners. There is currently no Federal Specification for roof in- sulation which combines Perlite Board and Expanded Ure- thane. LIMITATIONS Fesco=Foam shall not be left exposed to the weather. No more insulation shall be applied than can be covered with the finished'built-up roofing in the same day. When in- stalled over metal decks, spans shall be limited for specific deck gauges as outlined in current FM Loss Prevention Data Sheet 1-28. Fesco-Foam is not recommended where temperatures are maintained in excess of 200°F. TECHNICAL,.DATA Physical Properties Values Test Methods Water Absorption % Vol - 2 hrs. <1 ASTM C209 Moisture Resistance no capillarity FHA ElectrodeMethod' Vapor Permeability 3 ASTM C355 perm/inches (r 73 F & 51% RH Dimensional Stability, 7 days r- 158°F, 90.100° RH Lengthwise ..................... Crosswise ..................... 2.1% max. 1.5% max. ASTM D2126 Thickness ...................... 4.0°Lo max. Concentrated Load P .1/16" 11 pounds ASTM C569 (Indentation W' diameter disci_ Compression Resistance - 5% Consolidation 20 psi ASTM C165 10%Consolidation 23 psi Laminar Tensile Strength - 4 pounds min. ASTM C209 per square inch The physical (or chemical) properties of Johns -Man- ville Fesco-Foam represent typical, average values obtained in accordance with accepted test methods and are subject to normal manufacturing variations. The data are supplied as a technical service and are subject to change without notice. Check the Johns - Manville District Office to assure current information. N W 60 (00 SIZES Fesco-Foam is available: 36" x 48" (.92 x 1.22m) with nominal thicknesses, 1 t/2" (38mm), 15/e" (41 mm), 2" (51-mm), 21/4" (57mm), 21/2" (64mm), 23/4" (70mm), 3t/4" (83mm). WIND LOADING Fesco-Foam will comply with the requirements. of current Factory Mutual Loss Prevention Data Sheet 1-28 (accept- able Class I construction). Factory Mutual requires design THERMAL VALUES—Fesco Foam Pioauct Desig- nation Thermal Conductance ("C" Factor) SPR R 257-55 U.S. Dept. of Comm. Thermal Resistance ("R" Factor) SPR R 257.55 U.S. Dept. of Comm. Thickness (nominal) Weight (nominal) lbs./sq./ft. C-15 . - 0.15 6.67 11/2" 0.96 C-13 0.13 7.69 15/s" 0.97 C-10 - 0.10 10.00 2" 1.03 C-8 0.08 12.50 21/4" 1.07 -7 0.07 14.29 21/2" 1.11 -6 0.06 16.67 23/4" 1.15 -5 0.05 20.00 31/a" 1.19 loads of 30 psf (Factory Mutual Pressure Test results of 60 psf at 60 second with safety factor of 2)..Factory Mutual requires that all insulations be mechanically fastened at the roof perimeter a width of 4 feet. In areas where unusual wind conditions are anticipated the designer should specify mechanical fastening of roof insu- lation over the entire roof area. For details, consult current Factory Mutual Loss Prevention Data Sheets. Where Fesco-Foam, is to be installed in more than one layer, a vapor barrier is recommended. (See pages 15-18 for details). THICKNESS OVER METAL DECKS—Fesco Foam Width of Rib Opening 13'a" Maximum 2%- Maximum Minimum No Thickness restrictions 1 1/2" of Insulation VA 9 Kraft faced building insulation description Kraft -Faced Building Insulation is resilient, pink Fiberglas' in- sulation with a strong kraft vapor barrier on one side and one - inch flanges at the edges for installation. uses Kraft -Faced Building Insulation is the Owens -Coming Fiberglas product to control heat transfer and humidity in standard wood frame construction and with relatively vapor porous outside surfaces or finishes such as painted wood siding, brick veneer or ventilated aluminum siding, under average weather condi- tions. benefits Assured Quality Owens -Coining Fiberglas Corporation, the world's leading manufacturer of building insulation, makes sure every package of its product delivers the proper thermal resistance "R" value. A critical quality control program, based on frequent "on the line" insulation tests, insures the thermal performance of the product. Moisture Vapor Control The sturdy asphalted kraft vapor barrier which is an integral part of this product has a vapor transmission (permeance) rating of one perm or less. Properly installed, it helps keep moisture vapor inside the building, from penetrating the wall or ceiling. Walls may even be filled with insulation for maxi- mum comfort and fuel savings without concern about moisture problems. Easy Application Convenient -one -inch flanges on either edge of the vapor barrier permit quick installation and make it possible to install the insulation without gaps in the warm side vapor barrier. This will help prevent air movement or moisture penetration. The prod- uct may also- be laid in place between joists from above. See Pub. No..1-BL-4574 for detailed installation instructions. Lasting Performance Because Fiberglas Insulation does not retain moisture, deteri- orate or settle, the design thermal resistance will be provided throughout the life of the building. Clear Product Identification Fiberglas Kraft -Faced Insulation thickness is identified by large, bold color areas -on bait and roll packages and by clear label- ing to permit quick product selection. Brown-17/4" Green-31/a" Red-21/2" Blue-6, 61/2" Black —Special Thicknesses av ��awwe.r�ew.la.�i.�4+K "R" values and sizes To permit users to match product to insulating -need, Owens- Corning. Fiberglas offers Kraft Faced Building Insulation in the following thermal resistance values and sizes. KRAFT-FACED BUILDING INSULATION Insulation Nominal Thermal Thickness Widths Packaging Resistance R-22.0 61h" 15", 23" 48" Batts in Bag R-18.5 6" 15", 23" 48" Batts in Bag 15", 23" Rolls 15" 24, 48" Batts in Roll R-11.1 31h" 23" 48" Batts in Roll 15" 48, 96".Batts in Roll 23" 48" Batts in Bag 11" 48" Batts in Bag R- 7.4 21h 15", 23" Rolls 11", 157, 23" 48" Batts in Bag R- 5.6 17/s" 15", 23" Rolls 15" 96' Batts.in Bag Reverse -flange insulation for floors For use between floor joists over crawl spaces or unheated areas, Owens-Corning Fiberglas provides a special kraft-faced insulation with the nailing flange on the breather paper side so that in installation from the cold side the vapor barrier will be toward _the "warm in -winter" side. REVERSE FLANGE INSULATION Insulation Nominal Thermal Thickness Widths Packaging Resistance R-11.1 '31h" 15" 93" Batts in Bag R- 7.4 21/2" 15" 93" Batts in Bag specification and standards compliance Fiberglas Kraft -Faced Building Insulation complies with Fed- eral Specification HH-1-521c, Type 1, Class B. Thermal Resistance "R" values for the standard insulation products conform to Manual J of the National Warm Air Heat- ing and Air Conditioning Contractors Association for calcula- tion of heat loss and gain. short -form specification All insulation shown on drawings or specified herein shall be Fiberglas Kraft -Faced Building Insulation as manufactured by Owens-Corning Fiberglas Corporation, Toledo, Ohio. Thermal Resistance "R" values of the, insulation shall beR- in ceilings, R- in walls and R- in floors over unheated spaces. Insulation shall be installed in accor- dance with manufacturer's recommendations. "six and three and pink" Fiberglas insulation... your answer for comfort and economy Insulate with six inches of pink Fiberglas Insulation in ceilings and three inches in walls for full comfort and greatest fuel savings. Owens-Corning Fiberglas Corporation publishes this informa- tion based on many laboratory and field tests. Although it believes this data is reliable, the Corporation cannot be re- sponsible for building design or construction and hence can make no guarantees of installed performance but only warrants the herein shown performance of its products. ,1 'Trademark Registered Owens-Corning Fiberglas Corporation OWENS-CORNING FIBERGLAS CORPORATION HOME BUILDING PRODUCTS DIVISION TOLEDO, OHIO 43601 Pub. No. 1-BL-4571 Litho in U.S.A. 12/68 8.26/Li feet of Ce d- �r 7-t 0 MONOUTHIC GLASS CLEAR AND TINTED ti#ASS THICKNESS TRAXSMMJLNCEj REFLECTANCE RELATIVE Q HEAT GAIN - _Q"::,-,�� -_ trVALUE @ - SHADING COEMC19M - ;' ;� - _ - fs A mm Are DaYltghf X Solar ?G X - SUMMER . ' �- WINTER f Q a Q No. Shade ; Venetian : Blinds Light Mad Draperies Ltght. Metf Dirk SHEET SS 25 91 89 " 8 220 694 1.02 5 8 1.13 6A 1.03 .55 .64 .57 .62 .70 DS 3 91 88 -218 687 1.13 6.4 1.02 55 .64 11 61' .70 YIs 5 91 86 216 681 1.12 6A 1.01 .55 .64 .56 .61 .70 CLFAR: * 64 _ 6; 8 n '_ "' �_=; 2t2'- 668 =� 103 . ` ;; ''SS" � �; ;,- r'1:15 6.4 ' 9� . ,> - . 5`r • ' 64 56:. .6t .70 3ke! `-, 5: � ' &E `. 206 " , 649" . t 12 64'= =: 96Y 55 _.64" = 55. .60' J0. _=� 88. 1Z ':; 200 , 630.: ~- :t10: „82 • :; -.9Q. j ; .55i -•.63 " .54- .59 .,.69' levy DM Y1 s 8 87 � T4 8 196 618 1.03 5.8 ' 1.09 62 .91 .55 .63 .53 .58 .68 N 10 86 71 190 599 1.02 5.8 1.08 6.1 .88 .54 .62 .52 .56 .66 1h 12 84 65 182 574 1.01 5.7 1.06 6.0 .84 .54 .61 .50 .54 .63 CLEAR 3f< 15 82 60 7 172 542 1.01 5.7 1.04 5.9 .79 .54 .60 .49 .52 .60 1'4 19 81 56 166 523 .99 5.6 1.02 5.8 .76 .53 .59 .47 .50 .58 N 22 79 53 160 504 .98 5.6 1.00 5.7 .73 .53 .58 .46 A9 .56 ' � IRUE-GREEN Nr 7 x~ '� 83`, : 64 _ . as ;• '. ' _ ' '.'' 7 "".''- -. 4'� '�' 18i SZt 6.1 = k}S _ . 6A--. ' x 83 : 54: 6t . • ". 50' S4 63 ?rir " 5: ' 78,7 55 - 167 526'" •1.09' -'62-- 1.1Z 6.4• -,76.- '.53 '­.59,- AT, SO .58 L # 74 " 48- ' 155..1 489 109> ' 8Z: 1'.10'_' '• 62: .lO , 53 -57- : 45 .47 .54 % 3 62 63 6 179 564 1.08 6.1 1.13 6A .82 1 .54 .60 .50 .53 .62 !aEY 31,g 5 51 53 5 165 520 .1.09 62 1.12 6.4 .75 .53 .58 .47 .50 .57 Y4 6 42 44 149 470 1.09 62 1.10 6.2 .67 .51 .55 .44 1 A6 .52 "^ 1A1fY . ems - .: Ty `10- : 3 i".: '"28:'�' : 37' ' 31- .+ . - • 131. - :'.432' S.Og' 62 t.09= 62 ': S1 "` _ .47 � ..50 . 42 44 " .49 127' - �-400 1,09' 6Z t.W " 6.1' .56' .44-- .-A6: ••.4Q '.42 •.46 ,. i• ; yr . 02 19 22 ti 4' • • 113: - 3%• " 1.08- fit - .1.06 = .. 64% 49 _ :.39 .41 ' _ .35 .' . 3T - .39. iKtCE K 3 68 65 183 577 1:08 6.1 1.13 6.4 .84 .54 .61 .50 .54 .63 a/u 5 .5& 55--6 167 526 1M- 6.2 1.12 6A .76- .53 .59 .47 .50 .58 Y4 6 ' 50 ' '46 5 153) 482 '1.09 r - 62 1.10' 6.2 .69 .52 .56 AS AL ZE_-; `4F 39'' - 5, `M 4445 :. 6.Z- .f.09 62 _ . 6i .49, .52 .43 10` 3T 33' 13t 413. 1.09 6.2, 1.08 6.t 2 AS' ' Aa 4t 4.45-WY*•' 14' : }Z Z8 - 24. 11T. • 369 . = t.08 > fi:T 1.06 6Q• " '4ONOLITHIC GLASS WITH VARI-TRAN COATING (standard thickness Y4"-6mm) GLASS NUMBER TRANSMITTANCE REFLECTANCE RELATIVE HEAT 6AIIt �; = Arnra9pt lbw = Artsgt. , SU DtYllpht Soiat •� DtYiight `E E 1 T 108 8 1.5 10 44 ' 64 202 .8 t �k on Clear 3.0 1-114 14 2.0 14 33 84 265 1-120 20 25 20 27 96 303 1.02 28 67 2n' 90 82 259' : 98 20- 11 2&" 3 G T-Z -2t2: x 25 .18 24' 94. 29fi . 1.02 '�' °•� �; -WVALUE 9 98 (ZL - bruurnu t.ucrrnw�nla .. MMER �7 ::. - .� " =, WINTER Y - No 'Shade _ _ ; Venatlan BAnds . Llght rke� Dnpertes Ught Med Darr .5.1 .90 5,1 26 20 , 22 20 20 21 5.6 .97 5.5 35 26 29 26 28 29 5.8 1 1.02 1 5.8 1 .41 .30 34 31 .33 .35 -711 Gold on Clear 1-608 8 15 9 33 3.0 67 211 .90 15.1 1 .90 1 5.1 27 Z-10F . 8-E15 6 - 33- - 69 21$ .94' 53 'AT' 53 28: ixr Bttte�reerr } . 2 I14 f 0 _ 25_, 3.11`,- 82.. 259 -. . t 0T . 5Z, t 00 S F_ ' 34. art Btue Green 2-350 50 5.0 36 19 133 1 419 11.10 62 11.11 6.3 1 59 '13-i0B® B: _ # _' 12 its "Y �c '86 • 271 ' 1A1 103 j325_ t = & " _t.05 = 64 .�L4�; �'•�.-- �� ti.: 'sc � :. ,,..'�:. ' 2`.tK�. Ei�c. � Fsr� • asp• •t r+>� ``�= " �t 4Z"A ©©10 �=ZEM 93MR03ENED Imlwawmim1u q 4-108 O 8 1.5 9 15 82 259 .99 5.6 97 55 34 25 28 26 1 27 28 4114 © 14 2.0 14 11 95 299 1.06 6.0 1.03 59 .40 29 33 30 32 34 8 4-120 0 20 2.5 # 20 9 2.0 107 337 1.09 62 1.07 6.1 .46 34 38 .35 .36 39 4-134 34 4.0 31 6 130 410 1.11 63 1.11 63 57 .42 .48 .42 .44 .48 orr Broom 4=608 @ • 8; • t 5 '`K & 4- ^ 14a 0a,. "80: 25Z • 9� 5.8 97 55r r 33 "' 25 :. 27 ' 25 3t ,2T `. shown represent Stuft-1 . IL/*F. Relative Heat On shown represents BtwhrJsq: It. `*es shown represent W/mM Relative Heat Gain shown represents W/mz. ' 0-1 an ASHRAE Solar Heat Gain Fador of 200 Btu/hrJsq. fL and an outdoor temperature of 140 higher than indoor. "arU values are based on an outdoor temperature of (rF• and indoor temperature of-70'F, a 15 mph wind -velocity and no sun. Summer U values and shading coetficients,are t�on an outdoor temperature of 90°F and indoor temperature of 75°F• and a solar intensity of 250 Btu/hr./sq. It. "d only, Y, a" (8mm) substrates may be furnished in lieu of 'A ' (6mm) 25 Form 5 DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE `roject Title Documented by Location S-e') x 0 Date -7 Project -Designer Checked by -7 Date Room Room RCR Task Areas Note rt. No. Sq. Ft. Total Watts Allotted Design No. -Sq. Ft.Appl. Sq. Occ. /Task Sq. Ft. /Sq. Ft. Watts Watts 1101 -1-7 v s- STI f_?, o L 700 I Zoo q -S-0 V 57 CIL) -74 /736 /q-o o J 44 c) 0-�_ �IlwcriL 341 __VAk_ Zoo - 10(" �6 H 612- • 103, 3 r o v Ito i 11 17� �':�� �f2G77ZtU 112 180 157-V ou N\/ 5 I i S - (,-., 77- r, '-1 - - - 1 -24 9t,3Y (a 5 M1 of rz--r 100 317 :f cot 't r ?_ I co I T1- _a4l&5_rz� L ACL 4:1 s - y r Pago Tmal t •4 " 1 DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE Form 5 i `roject Title ''� _ Location �� �i Documented by - Date. rr 7//`«/ 7x __ Project Designer r�r t'• „ Checked by .. Date Room Room Nn_ , Sn_ Ft_ RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts -Aanl. /Occ. Occ. /Task So. Ft. /So. Ft. Allotted Design Watts Watts 2� I o Y ` ` i� 2t C� 3 I Sac �,., _.; �~ �I 4-(o I t 2�• 550 ��.� � S T~r2vt rJU I I cp '� ! _. � ..�., ..._. ! � S � � � �. i ''�`�, � �4 � 12S' 1210 -,„7 !.r ZIF :sa - 114z, 4-1 -7 0 -- 4WjIN� ¢ .._ ... a12.�i#Z 130 25531 �� �F-M)t . j ^ r 0 32- ot> . � 3' � �% - �� - 3,3 c � � E. U(.n?! v;.J -.�,..' ! � o �••� I � a � � i r � s' 3 .i C-, f � �� �� i (0 6c1c I ,: f '� Q o :. .. ► o 2_ t Q ► 0 ( 0 0 3 CtI 3 � - Z MC I �ctiiot`tIC 124 ! (�;_.. i I( (� o I (� 2c�o J3�j � ��:oN - _ �:� �i- 1 •r! ' �v y � a 0 b Iqv gos T Vs7r�i,� .s3 ...., 3a. -- _ �. f �, _ 14 .-� 77 o a 54 - 4 tit, nc4� .i I.� -rQ �►�f s a ".,� ,� �` 160 ct4t...k5*,4 L_AA y ADD P,@s& Tet@1 `.' DOCUMENTATION FORM . Form 5 Y BUILDING LUGH•TINP COMPLIANCE `roject Title �T " ` Documented by �- Location `e A / �^ �,?�`'�1� red Date .`���� �� dam' • � �, ' Checked by `'r • �' Project -Designer Dater! �. ` Room Room- RCR Task Areas Note Sq. FL No. Sq. Ft. Total Watts Allotted Design No: Sq. FL Appl.' lOcc. Occ, !Task Sq. Ft X. Ft. WattsWatts /•,l F..� ..t' ff '�A' e•• (5�� �70 1 i i`, M �! //••3 .�^ ..%• �/ fy y� r J �/ � � �%k4c!r �•� I Al T I,r •.I,�,�J T��� �-� ..:.� ..•.� 1 S 4 �� •�o c ,., ��> l? 23� 1 / i .sue: 17 f 7, r ea q 6 � . - zzm .23 .1��'. - .-�- 1--� � _(ter •b � , � �z..e 1' ICE 0' 12 1`�tl�c'(ror t p C j 166) 7- �-, 6 re bb I z7i G q c w., t 30 7, 6 G, b sCp - S?or2/)/,, 70 .� Sun - M6M{' - -- --- ----�--= - �r & 1 ��t .----�--- a� ! �t l ov i r ,�/ a -1 �� 60 0 No Tgid-�J� � __ 0000 I 1506UMENTAT16N FORM' Form 5 But.-LbING LIGHTING COMPLIANCE r0jedt Title PqVipented b y '711 Date LocationI Check6d by.—�-- Pr4ject Designer Date ,Room Room- RCR -Task Areas Note Ft. No. Sq. Ft. Total Watts 'Allotted Design M C r+ Ann1 i�l L11 I Mier— fTask So. Ft /Si'Ft. Watts Watts 370 Iso OF 1 iz1F6tFff1 o t-j R-rW rA tkx WE, 7 7 702�4 0-, MIA 1 � 6 ?3—.. 5D J: f(r"T(I A110 mo rfo IZ41 1 1 vo -4-� 7 Li I ? 1-0 171.1 179 �5 13 T Z C -I S)f 4 0 18(11 6 '� � � �/ �����c`._ ����0--C-'!—'' 7-00 � ( 8 7,C) 1 �lv `�"�+ ���c.—r- 313 .�. 1°� __ w.. 7 o 5 DOCUMENTATION FORM' Farm BUILDING LIGHTIN-G COMPLIANCE Zrl /7/, 'roject Title Documented by Location Date 01 Project Designer Chocked by Date fti Room Boom, RCR Task Areas Note Sq. Ft,. No: Sq. Ft. Total Watts Allotted Design wn -Cn FT Anal- 10cr— -Occ- fTask So. Ft. ]So. Ft. Watts Watts 1 I-S- loc-1 77 q7- 3(Z o t , .. Q -j Pag Tolli Form 5 DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE ? `roject Title- Documented by:'^- ` Loca"lion / Date -f --- Project Designer Checked by - 0 e 40 c Date /,/ Room Room RCR Task Areas Note Sq. Ft. No, Sq. Ft. Total Watts Allotted Design ►.i cm Fs Annl_ /Occ Occ. /Task SO. Ft. /Sq. Ft. Watts Watts '?v l �Z q= I too( '11-1 79Q �` 71 coo ! - '34 t 1*0D _,, _... 14,7o Zoo 2G ► -O(D av 34 5-0•�-I© .0G).- ..I._ 2 04 I-Z 132- -�-r . ©c') ' 341 I 00 �d � �? 2 U " 5 S�"� t%' � I • • tl UWS �ftpGt�r ' , I -- I �' _'" 3� � ? to �7 0 G 0 Pi3Qg fi®l�I 21=we 0 Form 5 DOCUMENTATION FORM, BUILDING LIGHTING COMPLIANCE '0qWrnenW by trojectTitle Location ell P,45�'4, A."o Date ZP Project Designer Checked by I Date Vf Room Room RCR Task'Areas Note 8q. Ft, No. Sq. Ft. Total Watts Allotted Design N_ _c r, Ft Annl_ locr- 00-1- _/Task Sa. Ft. /So'. , Ft. Watts Watts L 77 CD ?00 C) Ito "712 61 60(3 v STt 3-o f c-,8mF_yt-A Vm I 3a _60 40 � 7. 1 c nl� S mv i --c "T 7 I— C 1) Ac> 0 ' g 13o 17 -7o 'F( f 234— -ZA-L r - _A6P � S- 40� I L a o 1/-00 0 allI too I Z1 71 F 333 r.A.. j-(o 6 4—o '3 2q I 7?-oo FF7-6 ru-,_ 3 ZOO 0 P@gg T-0@1 11500 11 4 C. pOr,.L,'.4tNTATiON FORM —LIGHTING COMPLIANCE PROJECT TITLE Room 'Room RCR Task Areas Note Scl, Ft. , No. Sq: Ft. Total, Watts Allotted Design No Sq. Ft. Appl. /Occ. Occ. /Task Sq. Ft. /S7 Ft. Watts Watts J6, 34) 2 1 117V I -A .3Y? Z— 0 le c. too + t, 0 2-1 MMPI loo b q_ C) V-7 1 0 /oo A47 3 3 1�6 _7� o 1,6 1-66 t 7,0 I-coig C, lot 7z� 1,-3- Page Total .,5,qq7 �Oo6p BddinqTml Q ATTACHMENT ROOM 108, 111, 112 AND 127: NO TASK LIGHTING APPARENT TASK 058 CENTRAL STATION" AUXILIARY RQQM$- (SWITCHCEAR, TELEPHONE ZQUIPMENT) .SEEMS TQ" BE 5IMI AR - US ATASK 0.58 AND- 1-.4 WATTS/SQ.FT. PQR, RCR 5+ a -*�aOCUMENTATION FORM 1 HVAC SYSTEMS -COMPLIANCE (Complete for each system) Form 4 Project Title 5EAR S 97e5'4G 4770�1`ti Location - - Project Designer /? ' C ' .-DESIGN CONDITIONS Documented by Date 7 d•O. Checked by Date Building occupancy type (Table 1 of Appendix 1) 0 7 Project Latitude (Table 2 of Appendix 1) 3 3' z 4 Heating Degree Days (Table 2 of Appendix 1) 2 © 2 HEATING LOAD DOCUMENTATION (Attach calculations) OF P Outdoor Design Temperature, Winter, Wind Speed, mph 7 Wind direction OF ®' Indoor Design Temperature, -Temperature of adjacent unheated spaces, Zo z 3.0 -Transmission Heating Losses, Btu/hr Infiltration Air, CFM Heat -Loss From Infiltration, Btu/hr- - Ventilation Air; CFM 5 ' -Heat Loss From Ventilation; Btu/hr 2 5°f zea Outdoor Air.for.Special Processes, CFM Heat Loss from Process -Air, Btu/hr Other 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 OF Outdoor Design Temperature, summer, wet bulb, •Indoor Design Temperature, OF 5 - Transmission heat gain, Btu/hr Infiltration, Air, CFM ; rt 'Heat Gain from Infiltration, Btu/hr Outdoor Air for Special Processes, CFM Heat gain for process air, Btu/hr Solar -Heat Gain Through Windows, etc., Btu/hr y% q' p I S -� Heat Gain from Other Sources, Btu/hr 30 Total -Cooling- Load, Btu/hr Page.2 of Form 4 T TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (pages or sheet • capability to sequence heating and cooling. • temperature control device set point limits • temperature set point range between full heating and full cooling 7 • setback and shutoff controls capability to terminate heating at 70°F and cooling -at 78OF —/ ES Indicate drawing or'specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: Nt-i • each separate HVAC system • each zone SIMULTANEOUS HEATING AND COOLING, !v/!� N ° T A loloL ICE The following 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 M - • Automatic reset of heating temperature,.ta limit energy input only to that level 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- 4 -77 17-76665 - , Page 3 of Form 4 Dual -duct or multizone systems — give reference specifications, page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most Al /A heating. • Cold deck temperature — must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most Al //4 cooling. Recooling systems — give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. Controls must automatically reset the temperature of heated "supply air to the lowest temperature necessary to satisfy the V A zone requiring the most heating. 'HVAC 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. /V el e— fr_ f A AJ 3 y' S 7- /: MS tl-2 i1-1-•3 CoAF to V"1? /471,,S t7• S Constant volume reheat system — when 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. / REFERENCE N` Page 4 of Form 4 DUAL DUCT AND MULTI ZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the -air leakage for dampers utilized for the mixing of heating and cooling air shall 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 PJ lA Economizer Cycle — For each cooling fan system, for other than dual -duct 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 M Electric Resistance Heating Systems — These systems shall not be used unless the total electric resistance heating installed capacity is less than 10916 (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 � 45 S TH,4AJ ID eJ MECHANICAL AND GRAVITY VENTILATION Mechanical, ventilation — Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE 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 At 4 POWER CONSUMPTION IN FANS REFERENCE Constant volume system 1.7e-\Fv6 j A pPc.'r ! a 5 fc. f- ~ Go NTAMJ,94D N / Total Supply Air Quantity, CFM. A . C . uN -f7.S S �E /e6R ^1 /� Total Pressure of Supply Fans, Inches of Water A/ f A Total Supply Air Quantity Adjusted for -Process Loads, CFM Net Fan Performance Index (FPI) Variable volume system f//jE Total supply Air Quantity at Maximum Flow, CPM N Total Pressure of Supply Fans at Maximum Flow Inches of Water ---�— Page 5 of Form 4 POWER CONSUMPTION IN FANS (continued), Fan Performance Index at -Maximum Flow (F.Plm), CFM V fA Variable Volume Adjustment Constant N�� Adjusted for Performance Index, FPla ALA 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: 1 REFERENCE S FEC/ F C-A-T a A As SHEET DATE PREPARED SY .NAME OF 306�•�ti,�` 7 11w,I)SED FOR SIZE• X = SQ FT K - ITEM- AREA Oft SUN GAIN OR • FACTOR QUANTITY TEMP, D[FF, SOLAR -GAIN GLASS GLASS 3 SOFT X X • I GLASS - 1 SOFT X - X GLASS .�6J-Z SOFT X X GLASS •- SOFT X ' --Q. X SKYLIGHT SOFT, X X _ SOLAR & TRANS. GAIN -- WALLS & ROOF WALL SO FT X / X t/V iIJAL7. 90 FT X _ Ar X O WALL ' �g� SO FT X / X . a �WALLL., ' SOFT X X ROOF -SUN Q SO FT X fit/ X ROOF - SHADED —i3 So FT X T� X TRANS. GAIN - EXCEPT WALL�SS & ROOF ALL GLASS 2_7 SO FT X 7 I x- Fh1dOlSO FT X' dy -7 X r CEILING _-- SQ FT X X F FLOOR / SO FT X X Z ' 3 INFILTRATION t CFM X X 1.09 INTERNAL NEAT PEOPLE 1S-!1Z? X -Z� y-,5 O Y_ HP OR Kw X ; W3, WATTS X 3.4 ,Wands, ETC. "x ' AODIT14ONAL-HEAT GAINS X - - SUB TOTAL STORAGE SO FT 'X X i- } •� $US TOTAL SAFETY FACTOR ROOM SENSIBLE HEAT [RSHI S SUPPLY bUCY - SUPPLY DUCT FAN e� ' - HEAT GA'iN "O+ LEAK LOSS - H.P. - OUTDOOR AIR(V tr*�) CFM X F X F X 1.09 EFFECTIVE ROO SENSIBLE HEAT (ERSHI • i LATENT HEAT INFILTRATION CFM )c GA/LB X 0.68, PEOPLE S tau •X 'LO STEAM LBlHR -X 1A50 ,AP-PLIANCES, ETC. ADDITIONAL HEAT VAPOR TRANS. SO FT X 1/100 X GRILB X APPROVED ' ESTIMATE : ° LOCALTtME FOR S Lh. SUiV TIME PCU ° PEAK • LOCAL:TIME LOAD SUMT[ME FT1 EQUIPMENT OPERATION HOURS1QAY BTU/HOUR '- CONDITIONS _- . DB WS . kRH DP- G.R{LB - ^ OUTDOOR WAI ROOM (RM) tt / DIFFERENCE - xxk XXX -XXX Venti- Tatters ' OUTDOOR AIR PEOPLE x,_ CFMIPERSON:= --SQ FT X _ CFMISQ FT - GPM VENT)LA•FION'R - ,/, . Jntii atioo SWINGING-, REVOLVING DOORS . PEOPLE X CF41PERSON' 'OPEN DOOR$ -DOORS'X CFM/td00'R . _ EXHAUST FAN CRACK .. - - - FEET X"r•_,;_� CFM/FT: CFM-INFILTRATION m ZO O -CFM OUTDOOR AIR THRU APPARATUS 1% CFMIJA ESHF AL4P ' • Dghum• Dchum, . Cim APPARAT11FJC)tWOOli T&1)EHLimiDIFFED-'Alti-OUANTi--rY ; EFFECTIVE .SENSIBLE ' HEAT FACTOR INDICATED ADP =' F SELEOTEDADP = _ _ _ _F - (T- BF) X JTRM _ F - TADPF- • , -' ERStt CFM - 1.09 X FDEHIJM• RISE DA 6 S _ Outlet Temp. diTf. Supply Cim - Bypass Cfm - SUPPLY AIR 65ZRTTITY . RSH _ FIRM--QUTLETAIRI` 1.09 X CFMDA ` - - RSH- - CFMSq.,. T-A9 X FOESiRED,dlFF- y CFMSA CFMOA = - -. CFMRA *iF TI•IIS AT'IS-TOb t4IGH, DETERMINE SUPPLY CFM•FOR DESIRED 6IFFER- ° 'ENCE BY SUPPLY AIR QUANTITY FQRMULA, ' - - Z Z •Z.. C T'0 %� boo RESULTING ENT & LVG CONOIT[ON$ AT APPARAT69 TRA? F +- CFMOA X • IT i F } T,R - F) T•EDB •-•.—^ F - CFMt TADP F .` 9F X {TEDB F - TADP• F) ?° TLOB F FROM PSYCH. CHART' •TEWB _�-�-�-<,,,,F, - TLwB _•,_•_F •jVvHEN BYPASSING A MIXTURt OF OUFDOORAND R%TURNAIR, USESUPPLY CFM. WHEN BYPASSING RETURN AIR ONLY, USE DEHUMIDIFIED CFM. - - 2 CA 0 O - / � 0 SUS TOTAL SAFETY FACTOR I 2" ROOM LATENT HEAT (RLH1 SUPPLY DUCT LEAKAGE •LOSS �{ % .OUTDOOR AlR CFM.X Y"x,RILB••-L BF-X•A,03 O EFFECTIVE ROOM LATENT HEAT [ERLHI rj L p EFFECTIVE ROOM TOTAL HEAT IERTKI A A� Q OUTDOOR AIR [-FEAT SENSIBLE: (.� W i� CFM X F X (I- ' - BF) X 4.09 LA Ep1_T_:�i (jyl) CFM X. t' 'GRlLB X (?-'• '�z_BF) X 0,55 3 �14N DfJCT—� _ dH RETURN DUCTr pSH " Y:b IM I FAKACPr.AIN _ RETURN AIR -OR BLOW-THRU FAN H.P. 2545 S p GRAND TOTAL HEAT IGTHI OR DE14UMIDI LOAD • PUMP HIR. �GTH I PIPING . HEAT•GAIN %GTI{ ATION LOAD N NOTES ~ , f�° pry; � - -. � . • ..P - -Fa • � X S's% Boa.--�_�� &l,eeo .. � �� - • - E-20 iS-74) ALL Xr��%c -• ? �� iC 1'tl �. 2 �J / 7�eo ' s .,-...._.-.--Mom,__..-_+,.n..'^_'ti.� "" �K^� _ ...-.....•-'«++-^^Ye•"' —_ _ •_ -.,..r a'•�^'__�.-""'^'�"'^."'" � _r . . T-.... -a- m. v-e - .. _...- . -. _. ry _•_. _ _ ,. r . ,.. . _ _.. ._ -«-....--_..,-M+n � -�._- � _. �--«Y-_ - .._.w-w__ „ a _..._ __._.- � .i....- M q,.... - - - _ - � i . ;-�... - _ . r _ -1 ' ' __ ».. w .1_.. _. _ry. ._.._ .. - ..i:�'.3-n...n - ♦ t.0 .M.r.-M,w�'A...,}.., ...-•.rr.+Y-. . n I. ... _.. - _ ... ..- •_ _ _ . - ... ' '` t f. ', ... .__.T:-yr: ;-r..,Ni, r»..-..h- •-• Y _-. �+,.v��f�,�•. _ 'r � �..+e. r^'.•-•:-<.-. •..w.� • •_'_ - - ._ -...---y.4.-+_.ra•_�is: 5..� w Y - _. _ -.� r._. ..___-✓ ...- _ _ -.. .- ' _--- .. v _ ....«-.Ht ._..._, i-...w r__. _... r i- • _ _ - , . -.- r- .. _. DOCUMENTATION FORM & ' HVAC EQUIPMENT COMPLIANCE Y Form 6 w References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT. ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT AsCOMBUSTION HEATING EQUIPMENT {Oil and gas=fired comfort 11 heating equipment — ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE . HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) -Reference Heat source (check one) Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL -LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUTS) SPECIFICATION REFERENCE *Srl' Von S ��A ' BUILDING DATA FORM BUILDING SERVICE WATER HEATING COMPLIANCE (Refer to Chapter 4.4 of the Energy Conservation Design Manual) PROJECT TITLE SSA / S 5 °'� E 7 7 0 .Location CAA C S $A J) CA. Project Designer.. p � .0 SERVICE WATER HEATING SYSTEM DESCRIPTION tnergy Source Type — Record 1 if gas, 2 if electric, 3 if other Occupants (Use Table 1 of Appendix 1) Number of Occupants in Perimeter,Zone Number of Occupants in Core Zone Occupancy (hours of use per day) Form 7 (% C Documented By Date 7/1 Checked By a" Date i I % 1 2- • Weekdays 2 Weekends and Holidays 3 Weekdays 4 Weekends and Holidays 5 Weekdays 6 hrs. Weekends and Holidays 7 hrs. Personal HW Demand • d U6 Total Number of Occupants (Lino 2 + Line 4) 8 Per Person, � HW Demand gal/day (•From Table 1 %of Appendix 5) 9 gal/day Total HW demand for personal uses, gal/day (Line 8 x Line 9) '10 gal/day Equipment HW Demand (attach description list). HW demand for equipment requiring 140°F HW (e.g., dishwashing and laundry_ equipment) 11 gal/day Special equipment requirements (attach description list) 12 gal/day 13. OF t 14 © gal/day 15 of Water Supply Temperature (from local -utility) .16 �O OF AT for Personal HW Demand (1100F — Line 16) 17 'S °F AT for Equipment HW Demand (140°F — Line 16) 18 °F Hot Water Usage, days per year 19 2`6' O days/yr. PERSONAL HOT WATER USAGE (at 1100F) .'� 8.34 x Total HW Demand (Line 10) x Days of Use Per Year (line 19) s ¢� /oD� OOD x AT (Line 17) = Annual Energy Consumption = 20 Btu 1 Page 2 of Form 7 EQUIPMENT HOT WATER USAGE (at 140°F) 8.34 x Total HW Demand (Line 11) x Day of Use peryear.(Line 19) x AT ( Line 18) = Annual Energy Consumption = SPECIAL USAGE (other service temperatures) Annual Energy Use for Special Applications For HW uses requiring water temperatures "other than 110°F or 140°F, determine the appropriate LET 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 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.) . For Gas or Oil Fired Total gas or oil consumed as metered, (Q) in cu. ft., ongals.,. respectively Gas Meter Correction Factor (CF) (CF = 1.0-for oil -fired heaters) 21 _ b Btu 0 22 Btu 5•IK2 ., /ao/ e40 23 -Btu 24 P Btu 25 / . ? ft. 26 L (0 7 ft. 27 Z © gal. 28 29 S"•SiSf�" z•33ff 100 941 1 30 / 3 7 2 ft2 31 watt/hrs. 32 hours 33 watts/ft2 344t watts/ft2 Line 33 must be less than Line 34 for compliance 35 cu.ft./gals. 36 1s-76665 ' Pays 3 of Form 7 M Heating Value of Gas or Oil (H) at Standard Conditions in Btu/cu, ft. or Btu/gallon respectively Duration of Test Period, Hours (t) Volume of Storage Water in Gallons (V) Weight of Storage Water in Pounds•(W) Average Temperature of the Stored Water (T2) Average Room Temperature Actual Standby .Heat Loss Percentage (S) Allowable Standby Loss Percentage (Smax) Total'Weight of Water Drained' from the Tank (cWd) Average Temperature of the Inlet Water (T1) Recovery Efficiency of Heater (Er) Minimum recovery efficiency Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd) Fraction of the Year when the Outdoor Daily Mean Temperature is More than 64.9°F (days/365) Total Energy Delivered to the Combination Boiler tb.Maintain the Stored Water Temperature at 90OF above Ambient Room Temperature During the Test Period (S) Total Allowable Standby Heat Loss of a Combination Service/ Space Heating Boiler (Smax) The actu'al•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) _ The minimum overall thermal resistance (Rmin) of the tank and its insulation TEMPERATURE CONTROLS Btu/cu.ft. 37 Btu/gal. 38 '' hours 39 gallons 40 pounds 41 OF 42 °F 43 % 44 % Line 43 must be greater than Line 44 for compliance 45 lbs. 46 °F 47 % 48 Line 47 must be greater than Line 48 for compliance 49 gal/hr. 50 (fraction) 51 Btu/hr. 52 Btu/hr. Line 51 must be less than Line 52 for compliance M 53 54 " Line 54 must be greater than Line 53 for compliance 55 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- fied. (See section 4.4.5 of the Manual) s �UMP 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. �. DOCUMENTATION FORM a1 • DOCUMENTATION OF MANDATORY STANDARDS FOR ENERGY BUDGET COMPLIANCE Form 14 I� Attach for reference manufacturers data or give, specification section or drawing number which shows in detail the compliance with.the following standards (show N/A when not applicable). 1. T20-1495(c) Air Leakage Requirement, Window Reference .2. T20-1495(d) Air Leakage Requirement, Doors Reference 3. T20-1495(e) Caulking and Sealing Reference 4. T20-1495(g) Elevator Shaft Vents Reference 5 T20-1503(a) Temperature Control Reference M' 6 T20-1503(b) Zoning for Temperature Control Reference M' 7 7. T20-1503(c) Control Setback and Shutoff Reference M 8. T20-:1505 Mechanical and Gravity Ventilation Reference Al 9. T20-1507 Piping Insulation Reference S PEc I F`Gg7iOi�_ 10. T20-1508 Air Handling Duct System Insulation Reference. I` 11. T20-1509 Duct Construction Reference. 12. T20-1521(a) Water Heaters, Storage Tanks, Boilers and Piping — Performance Efficiency Reference it 13. T20-1521(b) Combination Service Water Heating/ Space Heating Boilers Reference 14. T20-1521(c). Temperature Controls Reference P" % 15. T20-1523 . Pump Operation Referenc6 16. T20-1530 Electric Distribution Systems Reference 17. T20-1541(b) Lighting Standards Reference _ f� 2 t _ y4} fit'' AEG 15 •'g' • CR� SBA� iY OF A�a��ment • Ct g�ild�ng g California Energy Commission Conservation Division a Regulations Establishing > Energy Conservation Standards I for New Residential and New Nonresidential Buildings As, Amended, July 26, 1978 j }} ! t R, 1 4 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 October 18, „1979 t a i CarWba May Company Shopping Center 2525 E1 Camino Real Carlsbad California (92008) TO WHOM IT MAY CONCERN: TELEPHONE: (714) 729-1181 Th-e Building department of the City of Carlsbad has the jurisdiction.in the occupancy,of buildings within the city of Carlsbad and w-i'll issue Temporary Occupancy certificates for the occupancy of the following: The Broadway store, Sears store and the extension of the Mall areas as the various tenants are complete and approved for occupancy by this department. This is being done with th-e understanding the May'Company Shopping Center is aware of the conditions as set forth by the City.Counci-1 at the meeting of October 16, 1979. R CHARD S. OSBUR-N Director of Building and Housing RSO/gl cc: Ron Beckman The Broadway Sears " MEMORANDUM - = TO: City Council FROM: City Engineer_ -DATE: " ., .. October I ,. 1.979 SUBJECT;CO "COUNCIL OPTIONS 1-0 PERMIT OCCUPANCY OF MAY STORES EXPANSION -.Council Option Condition 7 . installation of parking lot improvements and bond for theecompl ement ti n-ee�joft and bo :. and landscaping and irrigation systems :'the improvement. according to approved plans. - 2- Traffic signal Accept an improvement agreement and bond for -the completion of the'' upgrading. Wovk. -3: Marron Road -wi-dening. Accept a cash deposit for t. ' Stores share of the project. 4. Landscaping. of offsite slopes Accept an improvement agreement and bond. ' n for the following improvements required as conditions of The time of compl a i o the subdivision have-not been met: Council .Option Condition 1. Relocation of the Buena Vista Creek Extend the time of Completion. Channel. - .- Extend' the time. of completion. - 2. Set .monuments. The following items should be completed prior to store openings: :< the Plaza entrance 1 • Pl.aci ng of sidewalk along off Marron Road at "the theatres .- 2. Looping of the waterline along Monroe Road. 3. Execution of maintenance agreements for the Buena Vista Creed: Channel -and the :4 Marron Road Slopes. Les Evans City Engineer LE:mmt ' Cis � a Rl .r. 7 o CARLSBAD, CALIFORNIA 92008CJ {� ���F''�9`-'''� emu✓ Citp of 4CarXssbah COMMERCIAL VALUATION CHART USE OF BUILDING BUILDING AREA -76-r o3,& X $ = $ (Less Office Area) OFFICE AREA X $ SPRINKLER SYSTEMS X $1.25/ sq. ft. AIR CONDITIONING X $2.5,0/ sq._.ft. //eFOUNDATION S; o X $ _ ►SZ� PA 1111/Vs7_ X $ ,: 25/ sq.._ft. TOTAL . . . . . . . . . . . . ' . . . . . . . . PLANCHECKEC(65% of Building Permi_t)._T`.J. UIL0-1NG__ -PERMITI. A: � •�'� MICRO -FILM FEE . . . . . . . . . . . . . . . *NOTE: N K TOTAL FEES . . . . . . . . . . . . . . . . . $ (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shalt expire by EACH BUILDING limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official_ REQUIRES A may extend the -time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances SEPARATE beyond the -control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the ap-. PERMIT . plicant shall resubmit plans and pay a new plan -check fee. (d) Reinspection Fee. The fee for each reinspection shall be $10.00. TABLE NO. 3-A— BUILDING PERMIT FEES TOTAL VALUATION FEE $1.00 to $500.00 $5.00 $501.00 to $2,000.00 $5.00 for the first $500.00 plus $1.00 for each additional $100.00 or frac- tion thereof, to and including $2,000. $2,001.00 to $25,000.00 -$20.00 for the first $2,000.00 plus $4.00 for each additional $1,000.00- or fraction thereof, to and including $25,000.00 - $25,001.00 to'$50,000.00 $112.00 for the first $25,000.00 plus $3.00 for each additional $1,000.00 or fraction thereof, to and including $50,000.00 $50,001.00 to $100,000.00 $187.00 for the first $50,000.00 plus $2.00 for each additional $1,000.00 or fraction thereof, to and including $100,000.00 $100,001.00 to $500,000.00 S287.00 for the first $100,000.00 plus $1.50 for each. additional $1,000.00 or fraction thereof, to and including $500,000.00 $500,001.00 and up $887.00 for the first $500,000.00 plus $1.00 for each additional $1,000.00 or fraction thereof TELEPHONE: (714) 729-1181 _iJ 4. �► 1200 -ELM AVENUE CARLSBAD, CALIFORNIA 92008 June 22, 1978 O� CAq� C �P Q4/FpR� . QCitp of Carldab 70 9/,q/0 A.#* : ¢i'lc TELEPHONE: 1714) 729_1181 Bob Doerner May Stores, -Inc. 555 Mission Valley Center West* San Diego, CA 92108 Subject: Building Permit Issuance Mall Stores. - Dear Bob: You have indicated that -you need evidence in writing as.to the sewer capacity -charges that are required'to be -paid prior to issuance of :building permits.-* ermits. As I related to you on the phone, sewer capacity charges are now determined based.on one equivalent dwelling unit'(EDU) for each .1,800-square-feet-of building in commercial zones.' This rate is based on uses for retail, office and storage.. Should future plans include . .-water-intensive uses (restaurants,- laundries, health -spas, etc.), addi- tionaa sewer capacity charges will be*required; based on flow determina- tion (credit in the future of one EDU- per -1.,800.square feet-wi,il be given when remodels are made).: Based on the 'building permit application of 226�,900 square- feet of building, 126�.�1� EDU of .sewer capacity- (226*,90'0 4 1800) will be required. The current rate for sewer capacity is.$500 per EDU, or a total sewer -capacity fee of $63,050-.00.* - This fee will be required as. a condition of "building permit issuance. There are several unattended'items-that will be required before' utility services and occupancy -will be al1owed .to the building. All of the Tentative Map and -Precise -Plan conditions must be complied with. The Final Map must•be recorded, erosion control measures approved and installed, and parking and landscaping plans approved and constructed. Perhaps the most -important of all the -unattended items involves the construction of the water line from Monroe Street to the Shopping Center. The existing water line bypass is -considered a temporary line and wil.1 not provide sufficient fire flow for public occupancy. There -a -re many details to be taken -care of on this water line, including: 1. Design -2. Plan check and approval 3.'- Offsite easements obtained 4. Reimbursement certificate agreement with'City 5. Construction 6.- Testing June 22, 1978 Subject: Building Permit.Issuance - Mall Stores It wool-d be appropriate'to concentrate on the water line problem and all other uncompleted requirements in the near future, so as to avoid delays in occupying the facilities.- Vol - City TIM FLANAGAN Engf neer TCF:pr cc: Richard Miller (May Stores -'St. Louis) City Manager City Attorney . P14A Current Development 2 APPLICATtbN- 'FOR.. SIGN `PERMIT Y T' CITY. A.F "CARLSBAD: B' 0' LD,I-NG DE'PARTMEN:7 -I200- ELM .AVEN6E x. FEE.:. ",CAR -BAD- CALIFOTRN'IA •. ,. ,29-118T•,. F - DERM1T.,No. • 0;. _ -'Owner's-Name., = �Mai�l.ing: d'dress' _ (PLEA$E•PRINT) - (FIRST) (MIDDLE(' Contracto Mai=l ing: A ss' 11 State Contra ctor`s License No. Glassi:fication �', � "' City L"rcense-N-o.. AK -•OF Person -or Firm ,_ •.' r D in'eontrol of Property �+� Mailing Address. = �. R' I ONE - LEGAL DESCRIPTION" BLOCR S BDIVISIO GoMPENSx'1 To :NSgitANC9 CK-RAIN' i�' '��°�, ••., :.� JOB LOCATION:. 9 wFBEIC Near LANDMARK. (CITY. Oq TOWN) EAREST INTERSEC I,,0 )R.. t:.: Condit.:Use Permit'or' - Signature" " ZONE VAR(` -NC1= NUMBER, of'-Permiitte - < 00, LOCATION:. .{ - � _ r... <A°., ' - _ ' _,, Y- •� • AAN - FRONT; feet from center) in'e of street to argn SIDE': •-- feet` from: center:I:ine •of side street to, si gn ; V 'Iuation, of Sign-S Area of sign square feet' BuiIding Permit'Fee $ :..Planning Dept. .,Apprpye."by: Date P1-a,' Check Fee $%� � Rlans approved by ' - ~Da-tet'.. �•.=� THhS SPACE FOR LOC_ A'TIOM`SKETCH•. 5QW TWA ~ _; A + ELE 'TRICAL PERMIT + ,5ch Sign $5.00' F rst'2 Trans. $100.. each dQ —'addl. @ ..50 each. 1 to" '40 lampholders v°.25 . - 11 to: 25 .50 - 26 to 50 10:i to 200 " 3.00 DIMENSIONS Yk• Materia"la •Panel ShoHr'.advelt['sng eopy'belQw. -- =T'_Heiglit Length r Uprights• Number and size of -posts• Bra'oing Number end si-ze'of ,brace s If neon, showcol.ors - Depth"in ground Reflector material? - Disiance"betWeen panel; -and ground - Illumination?' _ r Reference to plan on file C.opp.on: both sides?.` " t ;CALL'FOR:•ALL•INSPECTIONS.INCLUDING FINAL,, •' ' INSPECTION REUU1REDtON SOOTING EXCAVATI-ONS BEFORE'S('GN IS ERECTED. 'APPROV.ED:PLAN.S SHAL4:BE.'KEPT':•ON', JOB.: a TYPE OF PERMIT,. • APPLICATION' ;FOR RERMIT SIGN 0 CITY OF CARL'SBAD -BUILDING DEPARTMENT, ELECTRICAL FOR S1GN 120o.-ELM ;AVENUE ' F F:EE CARLSBAD, CALLFO-RN°4A 729=1'181 • .. " 3 . `.: C PE - l. N,Z', ., + ..!+�r _ . mall �Oftet's Named Ems -Mai I ing gddres' a _ �. (PLEASE -PRINT) �w� RST)� `(M)DDL_E) Y' P E"' z Contracto <'` - - `M'ailing:Address. `- AS r E T . T- State Contractor s License No. C.Iassification= - C.ity License No_ Person- or FirmZtV ,.. , - D i,n contro'I of Property M,ailih,g Address STRE_ET`.- CITY• PHONE' _ LEGAL_DESCRIPTION. SLICK_ DI ISION` ` 47 ,-SOB LOCATI'0N' TZ UM i ET Near' _ (NE E INTERSE TION•OR LANDMARK) - Condit; Use Permit or, ' Signa�Ure ` - ZONE e�" VAR�AN'CE:NUMBER of Perm -it LOCATI.ON: o FRONT:. feex,from`-cente e f edt, o "sign :' feet from cenfer`Li'ne,.of Side street to_sign. ' Valuation of, S'i n 5 Area'of si n. s uare'fee, '= a �`-� j� '"�" ;P-lan6in. be, t:-•A 0vQcl,. Building. Permit Fee S 9 p QP Y PI•arj Check .�- . Plans approved -by- THI-S.SPACE FOR LOC�ATIbN SKET.CN,;_,'SHOW,NORTH'-ARROW ;,- ELECTRIC'AL PERMIT' Each sign 55.00 ; first 2 Trans. S3.00 ea .50 each..: :, 1 -to, -.10-Iampholders' 11 to 25 5Q 26' to '5Q 1,00 51 • tv 100 2.00 <-_ ` 10-1 to 200 .3.00 ,1I, .,• DIMENSIONS' Mater.iai:- Panel SHow:adVertisi.ng copYaie.l'ow, u` Height Length :Uprights - t Number and'siz,e.;of posts .Bracing - Number and ,s-i< f neo sho. color-'s ie of braces 1. n' vv r Depth.4in groynd'_ Reffector:materiaf7•-jry;' an0I and ground- Ilfuinination7 Distance between ,p gr . '- • - ,• Reference to plan on file. - _ Copy on both sides? CALL'. FOR ALL 'INSPECTIONS INCLUD.I.NG' FINAL ' INSPECTION REWIRED ON FOOTING: EXCAVATIONS'BEFORE SI"GN IS -ERECTED;. APPROVED PLANS SHALL'BE. REPT'-ON JOB..',' ' TYPE -0F' -PERMIT APPLICATION- FOR SIG PERMIT.`~ ..SIGN': .�• I - -- ; a, �- _ '/�,:f>�'���.'�'��__ ��i'.� _�•. CITY, OF .CARLSBAp BUCLDdNG ,D"EPART.MEN:`f, - -ELECTRIC- AL - -.- , _ • . FOR SIGN.` ' w 1200 'ELM aVENUE - FEE; -'ARLSBAD;- CALI'FORNI:A 7-29-11°81 ^ 'PERM):, :No, .:. - :>Z'. "-Owner's'Na�ne Mailing Address' , (PLEASE PRINT) (FIRST) - (WIDDLE) U R . Contract r Mailipg`A'ddress °i L R ET,:. I .State Contr".actor's License No:� lassificati`on: ~ -- --. "City; License` N . ' Person or- Firm `1 control of.Property '+NOW, Li_ ,Mailing Address'. NUM STREET, _ CITY; _ " . PHONE' - LEGAL DESCRIPTION :t L BLOPV ' - BD VISION JOB LOCATION --- ' M8ER .Near - .. ., ," �"� _,=='" •" = - '� --£ - :: (CITY OR TOWN) ( REST I'NTERSEC- ION.:OR,'Lf1NDMARI�j " ,Coedit. Use'Permit or. Signature. ` ZONE , : VARIANCE NUMBER of Permitte _ - LOCATION,: FRONT:, feet from centerline of str-eet•to sign SI,DE:' feet-,from,,c enter.fi'ne'of side street to'si,gn,: Val'uetion .oaf -Sign $ Area of sign_ square. feet.. PI nnin 'Approved b ate` �{. Buf[di'ng "Permit Fee,'S _ Planning Dept. 'Appr- y ' - Date. X' .Plan Check Fee'S' `r'%� Plans approved by - `'Date". ELECTRICAL PERM IT" THI'S SP ACE FOR; LO:CATfON-.SKET'Gf 1 SHQW;NORTH' ARROW Each'.Sign $&00 �` iiF•irst'2-Trans. $3..00,-. eac ' add'l` :@ :50 each:.;'- 9 to 10 Jwnpho/defs ' 25 -1 1 to 25 _ ..50 -26 to. 50 ,. �, 00 , : , . ' 51 " to 100` `2.00. �, rta' '%'=. 1 Q l to 200 3, 00 -DIMENSIONS Material,:' Panel S„qw,-advertising copy,j low. = • - • -Height ;Length UI?r.-i ghts =` Y Number. and posts Bracing Number and size of braces , lf.neon, show colors, ``' =D'epth in ,ground Reflector" material? ; ` Distance between panel and g'r-oundt" llluminati:on" .. - .Reference ao plan ;nn file Copy on. bQth,`.`sides? _.. CALL- FOR ALL INSPECTIONS INCLUDING FINAL. IN ION. RECIUIRED ON FOOTING- EXCAVATIONS BEFORE SfON. IS_,-RECTED,. APPROVED, .PLANS' SHALL BE "KEPT ON'JOB.. ' �'� '+., ..�` — • ,.'f _ - ; .[ - rS.�,�i-��• ';�'�r}< a �' �4,�,'ls; • TYPE :OF ;PERMIT. APPLICATION, 'FOR.•- .SIG'N 'PERMI.T' .CITY OF CARLSBAD 'BUIL•Dr�I,G DEPARTMENT`' ELECTRI'CA_L _ : - .- FOR' SIGN _ 4200 ELM AveN'U:,, FEE::: CARLS'BA'D, .CALIFO•RWA; 728=118.1. .. HERMITcn N.o 'r+^ rn m Owner'-s Name - 'Mai -Ding Address ' A. (PLEASE PRINT,) _ STI: IMIDDLE) _ ER 4E Con,tracto'r �- - : ;�-,�.. Mai 1 ing Address E,YCI. y,; State'Contraetor's L'icen�e:No:"'�. • . C.hassificalion =^L�-eti: City L-icerise. No:'; �.a---�—A►—' Person -or Firm •in cohtrol of Property: MailinglAdtlress,' ` ellN R TREES, -_ :CITY PHONE LEGAL DESCRIPTION''A& BLOCK - �»svRac':c+t?x»81�sAxci>K>!►Xaa JOB' I-OCATI'ON - 1 Near - ,( OWNP -( �EARE 1 SEC `O-N,=,ORpMARKIs Condit. Use Permi-t or Signature "_ ZONE �VARIANCE'.N(A3ER .-of Peat ttee _ LOCATION: m. FRONT; _ feet`from cente. 'Mine of street to-s, gne- S'I'QE: T feet from center a:ine of -side su 'e't':to .sign a Valuatiop'of'Si;gn`S Area of sign=square=feet.` Bui=1d'irig:Pernii`t Fee S -, „ _ `Planhing Qept. -A,pproved_by- PI'an.ClcckFeeP1ansapproved'by _--'Date s HIS'SPACE''FOR'LOCQTION'-SKETCH-.' -SHO ELECTRIGAL.PERMlT T= _ W NQRTi ARROW Each, Sfgn ' $5.00 ' First 2, TranS, $300 e c�— addV @ .50 each. 1 to- -'16-Jampholdem ,25 .. 1.j to, 25 50 26 to 50 1.00 51 to .100 2.00 101 to 200 3:00. D-IMENSIONS Materi'aI:..Partel = Sh'6w, advgrtisintg.egpy- ` : Height . Length. Uprights _ Number arid; size of posts Braging aize .of braces Tf neon, show colors Number .and be=t. In ground Reflector material -?- Distance befween panel and ,ground l'-llumination? Reference to plan on file Copy on'both'sides? _ .CALL FORALL.INSPECTIONS•INCLUDWG- FINAL. INSPECTION' REC1U1'RED ON FOOTING EXCAVATIONS BEFORE SIGN IS ERECTED:' APPROVED',PLANS SHALL, `KEPT,ON';JOB.. ^ -'T'YPE:OP PERMIT eT;�T APPLICATION FOR -Jllr =j'I.7 •SIGN,. CITY'' , F. •CAf2LS�AQ BU.I'LDI'NG -D�PNRTMENT ' ? ELECTRICAL FOIi.SIGN• r�L'-'M "avENUE' 2oo :FEE:', " •GARLSBA-0,•,CALIFORN:6A•_ ` y m:. Own4rName , �_ Mail'in' Address IP.L""EASE PRINT.1 w�E41Ti r TjFIflST) - IMIODwEi4;1PHONE:" Z, Oft Mailing Address. - AV State4Contractor s •1:icerise No. Classification City :License No: `Person ,or-�Firm'.; ;in confirol of Prop'eriy Mailing A"ddre"ss -- r = NU ER STREET" CITY 'PHONE 1. •LEGA12-RESCRIpTION- ' BLOCK SU DIVISIbN7 r JOB'LOCATION- MBE _ . C - WN) ..Near _, sK ' - ' AREST INTER, T,1 WOR-hANDMAR Condit Use.Per'mii, or . ' Si.gnature:. ZONE .Y *" VARIANCE NUMBER. of Permit'teIt : :•LOCATI-ON: - o :FRONT: = feet froM-center line of street to sign ;SIDE,, feet from-center,l:ine of side'-,sfreet'-tosign VaIuat* ion.of;Si'gn s �%�++� t Area''of sign= square, feet:"47 .•Building, -Permit Fee S' Planning Dept. Approved by: Dater' b DatePlarnCieck-F e $ Flans approvdy j` :THIS SPACE F-QR.EQUATION SKE_TC.H:.. ;SWW'-:N'.ORTH:ARRQW_, ' ELECTRICAL PERMIT - Each Sign, - S5:00 First•2-Trans.. add`1 @ .50 each:. 1 'to 10•7ampholder, s 1,1-to 25 " 50 26 To 50 ,. 1.00 51 to, 100 2.00 101 to 200 " 3:00 DIMENSIONS Material' Panel: Sho+iv' ,advertising copy,belnw: . Height Length Uprights. >: Number, and side of postsBracing ' 'Number and size ot'braces' -If neon show co'Iors Depth in' -ground Reflector, materi-al? -, Qistarice'betvrreen,panel and.gr-ound Illun-Iination? Reference to, plan on file C'opy'on- both' sides?, CALL<_FOR ALL INSPECTIONS INCLUDING FINAL., 4 . 'INSPECTION. REWIRED ON FOOTING EXCAVATION8"BEPORE S1GN,jS •Ef I CTED: 4PPROv,ED•PLAN` `S SHALL":BE KEP-T'ON .JOB':: APP,LFCATION:.FOi":: I PERMIT: S' GN': ;.01 CITY OF CARLSBAD 80ILDLN.G DEPARTMEN'T ='_ L200'ELM AVENUE GA'RLSBAD, CA -[A 729-1181` - P'ERMIT NO.' >,Z: m m° Owner's.Name MaifingAcd_ress =' 22 _ . E',_ ( PNT) (MIDDLE) r-`— z ' C,ontractor Mailing Address State G.ontractor s License Na. C'lassification- _ = •- " 'C•it'y',Lcense,:No, Perso(T`or Pirftl_ n A! - nl control 'Qf Property aS �` h/IaTling-AddreSS- NU ET CITY;'=-" .-.' PHONE'-` LEGAL1):ESCRIPTI,ON " Y"..,._ ' _ BLOCK SUBDIYISION' , _ _ C(i lPENShTXDI� ZIIS�JI cz i k" Wk sf _ JOB LOCATION'QN, WMU n..1.5, ;. �.:.... Near IN ERSE,,TIO - >ANDMAR K) k' „ Condit. Use'Perm': 'or'' , ` r Si:gnature-,' }ZONEa VARIANCE •NUMBR of ;Perrnitte'e., LOCATION, A o _ SIDE::.... `.- '• Iir-e -of street fo m" FRONT :. feet,fr6rn c�ne. of s_tr-eet to sign , - - eet:frorn'cente'r. side_ .'sign Valuation, of Sign $ Area of sign square feet.•= '_ Bui; Idmg, Permifi Fee S, — PI`anningr Dept.. Approved.' 6y� --ttate 'Plan -Check-•Fee S-- r 'Plans approved;by.. THI'-$.'SPACE FOR-:LOCATION"-,SKE`CCH' • SHOW_NORTH: A_R_ROW`. ` ELECTRICAL' PERMIT = Eacff •S1'gn. $5.00 . , . first 2 Trans. $3.rob ,; add-V @-,50,each: :• I to 40`,fampholders . ; 25 , :11 to'. 25.. .50 . - 26 to ' 50 . 1.00 51:to 100' 2 Qp 1D 1 'to 200 _ 3.00 D:I'MENS60NS Show ad�.erfisrin co '-Fbefow Material's 'Panel g° pY' Height" Length Uprights - Number, and'siie'of'posts Bracing Number,and, size of. braces, '-- If neon, shoal colors Depth in ground- - -. Reflector materi-al?. r, ' Q'istarice tietwoen'panel and "ground 111uminatiorr? • Reference'to plan ;on file .Copy, on, both side's:? -CALL.FOR ALL'.INSPE'CTIONS INCLUDING'FGNAL• —_ • ; ':" - - - C'SHALLETINPECTdONRE�URED ON FOOTING EXCAVATIONS BEFORE SI-GNISEREON ;JQB'. :' •: - •.� � ` - F - .,. .r 'ram _ �,'�� �. TYPE OF' PERMIT APPLICATION .FOR SIGN' 'PERMIT SIGN--, :. :: , - - � .. •,- CITY •OF CARLSBAD BUiL'DING D-EPA'RTMENT'�`'73'r' ELECTRICAL " ', FOR,SIGN.-' ; t;2oo ECM-- A -VENUE- CARLSBAD-,-'CAL'LFORN,1'A 729-]..i'81 P,ER,II'T No:' - - Owner's Name ' - Mail ing `Address (PLEASE PRINT- (LAST)- TIRST) .IMIDDLEF NUMBER-: `STREET.' y". CITY PHONE. , •C' tractor i - 4c"1*1 S:_i�?' Er'�`" '�. Ma_i ling Address' •' '•. .' !t - t lfJ,' ; - 'tA V�5j*—' (PLEASE PRINT) ,��y` NUMBER' STREET CITY z�H�?M�' State-C-ontractor s License -No. Classification City License No: -_„--.• Person -or Firm - = r .0 All" in- cotitroG of -Property Mailing' Address` S - - - - • - N UMBER - - _ STREET - =C17Y- ,:LEGAL=DESCRIPTION LOT' BLQCK - SUBDIVISION', `Ca>�Itp sx o l-1*SVRA%Cll CA-CAJK �r i : t Iu ,t P ,-- -�-- doe :y -JOB,LOCA'T10N' #....*..�' NUSTREET �..... Near _ (CITY OR,TOWN6. E REST'.INTER CT N OR"L'ANDMARK) rt. Condit. Use Permit or Signature ' ZONE_ VARIANCE'NUMBER :of Rermttee ' FRONT:. feet, from center I' a of street`to sign. SIDE: feet from center, Fine.'of:'side street :'to_ sign Val.uatign of Sign' $ Area of sign, square feet: = Building Permit:F.ee.S - Planning Dept: .Approved;by',: = Date..`% PI'an Ctteck'Fee 5 Plans approved: by' Date_ ,HISSFOR LOCAlION.SKETCH.'.`SHOW NORTH ARROW, ELECTRICAL PERMIT = j lach:,Sign $5.00 ; First 2 Trans: 53.00 each. ' - add`l, Ck°.50-each. . 1 to, 10 lampholders _ Al 25 26 to 50 1- 00 51.to. 900' ,t-f Z:00 .� : '.:•V _ . 1.0'1 to- 200 ' �3.-00 F DIMENSIONS Material Panel : Show.adverti'sing dopy below.. Height Length -Uprights N-umlier''and'size of .posts Bra sing Number -and size of braces 1'f neon, show'colors'_ Reflector material? Depth in ground -- '`;r ,A►A1=T; Distance between panel and ground— Illumination? A I W, 'deference to plan on, file-Copy.on, both -sides? CALL FOR ALL INSPECTIONS iNCLUpING 'FINAL. ` ' .7, : "- • _ . INSPECTION REQUIRED ON FOOTING EXCAVATIONS` -BEFORE SIGN IS ERECTED:t APPROVED -'PLANTS SHALL BE -KEPT ON.,JOB, i APPLICATION POR SIGN PERMI:T:'!'t19=1;a:.-t:lli' a;. CITY. OF CARLSBAD 'BUILD•ING.'DEPA•R,TMEN'T` ' J AV PL9FORNlA-2Q0 .ENU7291CARLSBAD, 181 ;FE_ ,PERE Mc, I,T h °•